20040824 Ver 1_COMPLETE FILE_20070828

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. NCENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
Division of Water Quality
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
November 2, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Gary Felton Land Investment Co., Inc.
Attn: Gary Felton
PO Box 10809
Raleigh, NC 27605
Subject Property: Pine Valley Subdivision
EXPRESS REVIEW PROGRAM NOTIFICATION
DWQ EXP No. 04-0824
Ganville County
Dear Mr. Felton:
On June 17, 2004, the Division of Water Quality (DWQ) issued your Water Quality Certification to
construct the proposed road crossings. Within the Water Quality certification that you received there is a
condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction
and post construction. Therefore, if you have begun construction on your road crossings, you are required
to notify this office in writing by November 16, 2004. If you do not notify this office in writing and
construction has started, you are in violation of the Water Quality Certification Rules as required by 15A
NCAC 2H.0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water
Quality Certifications issued within the Express Review Program. Please call Deborah Edwards at (919)
733-9502 if you have any questions regarding this matter.
Sincerely,
yndi Karoly,
Wetlands/401 Unit, DWQ.
CBK/dae
cc: Tim Stall-Site Technologies, Inc., PO Box 1312, Oxford, NC 27565
DWQ Raleigh Regional Office
File Copy
Central Files
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state,nc.uslncwetlands An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper ;Vatllrallil
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WAT Michael F. Easley, Governor
3 f
f9
Q William G. Ross Jr., Secretary
oO North Carolina Department of Environment and Natural Resources
[ Alan W. Klimek, P. E. Director
Division of Water Quality
o -c
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 17, 2004
DWQ Project No. 04-0824
Granville County
Page 1 of 3
Gary Felton
Gary Felton Land Investment Col, Inc.
PO Box 10809
Raleigh, NC 27605
Subject Property: Pine Valley Subdivision
UT to Robertson Creek [03-04-01, 27-12-1-(0.7), WS-IV, NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River
Buffer Protection Rules (15A NCAC 26 .0233) with ADDITIONAL CONDITIONS
EXPRESS REVIEW PROGRAM
Dear Mr. Felton:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.013 acres of wetlands, 297 feet of streams and 31,762 square feet (ft) of protected riparian
buffers for the purpose of road crossings at the subject property, as described within your application dated May
20, 2004 and the additional information received on May 28, 2004. 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 3404 (GC3404). The Certification allows you to use Nationwide Permit 14 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 213 .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, Non-discharge, and Water Supply, Watershed 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. Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order
to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall
be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including
contractor-owned or leased borrow pits associated with the project.
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
to,
Gary Felton
Page 2 of 3
6/17/04
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of Land Resources
has released the project.
4. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms
shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this
Certification Approval and Authorization Certificate.
5. All stormwater shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers and
will not re-concentrate before discharging into the stream as identified within 15A NCAC 213 .0233(5).
6. The dimension, pattern, and profile of the stream, above and below the crossing, should not be modified by
widening the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored
to natural geomorphic conditions.
7. Where practicable, culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater
than 20% of their size to allow for aquatic life passage. Culverts that are 48-inch diameter or larger should be
buried at least 12 inches below the stream bottom to allow natural stream bottom material to become established
in the culvert following installation and to provide aquatic life passage during periods of low flow. This may require
increasing the size of the culvert to meet flow conveyance requirements. All waters must flow through without
freefalling or damming on either end of the culverts during low flow conditions, to maintain aquatic life and/or fish
passage.
8. During the construction of the project, staging of equipment of any kind is not permitted in waters of the State, or
protected riparian buffers.
9. Any riprap used must not interfere with aquatic life passage during low flow conditions.
10. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water. This will
lessen the chance of altering the stream's water chemistry and causing a fish kill.
11. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into the stream.
12. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under this authorization, except in the immediate vicinity of
the culverts.
13. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
15. Stormwater management structures (level spreaders) shall be constructed and maintained according to the plans
submitted in the May 20, 2004 application and additional information submitted on May 28, 2004.
14. The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the letterhead
address within 10 days of the commencement of construction.
Gary Felton
Page 3 of 3
6/17/04
15. 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.
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, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and
the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions,
please telephone John Dorney at 919-733-9646 or Debbie Edwards at 919-733-9502.
Attachments: Certificate of Completion
GC 3404
Cc: Tim Stall-Site Technologies, Inc., PO Box 1312, Oxford, NC 27565
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 04-0824
Date: 6/17/04
Sincerelv.
O?O? W AT ?RQG (Waa
D 1
EXPRESS PERMIT REVIEW PROGRAM
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
Fax To: Gary Felton
Tim Stall
Subject: Pine Valley Subdivision
Number of pages including cover sheet: 4
Notes or special instructions:
919-733-0203
919-733-6893
Fax #: [phone]
919-693-2927
Date: 6/18/04
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/nc",ctlands N UENA
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Rnstronmeutal and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabuce Boulevard, Suite 250
Ralw:;h, NC 2 7 661-2 2 60
Ma111ng Address: 1650 Mal Service Center
Raleigh, NC 27699 l(J>0
Contact Inromwtiun: Phone 4: 919-733-0203
Fax 0: 919-733-6893
Fax To: Gaty Felton Fax #: [phone]
Tim Stall 919-693-2927
Subject: Pine Valley Subdivision Date: 6/18/04
Number of pages including carer sheet: 4
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natu" Resources
Wetlands/4U1 Unit
Street Ad lmss: 2311 Cr Nrre Boulevard. State 250
Rale,gh, NC 21604-2760
Mailing Address: 1650 NLid Srrvix Center
Ralcigtl, NC 27699-1650
Contact Information: Phone #. [phone]_03
Fax #: [phone]`<93
Fax To: Gary 1•'cltun Fax #: [phone]
Tim Stall 919-693 2927
Subject: Pine Valley Subdivision Date: 6/18/01
Number of pages Including cover sheet: 4
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W ATFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
\0 G North Carolina Department of Environment and Natural Resources Fill ih-W, r Alan W. Klimek, P. E. Director
..? -f Division of Water Quality
o ?
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 24, 2004
DWQ Project No. 04-0824
Granville County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Gary Felton
Gary Felton Land Investment Co., Inc.
P.O. Box 10809
Raleigh, NC 27605
Subject Property: Pine Valley Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Felton:
On May 20, 2004, the Division of Water Quality (DWQ) received your application dated May 20, 2004 to impact 0.013
acres of wetlands, 297 linear feet of stream and 31,762 square feet (ft2) of protected riparian buffers to construct the
proposed road crossings. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetland, streams and/or buffers on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H .0506 and 2B.0233(8) and will place this project on hold as incomplete until we receive this additional
information. Please provide seven copies the following information so that we may continue to review your project.
Additional Information:
1. Please submit the most recent version of the 1:24,000 USGS Topographic Map and the most recent version
of the NRCS Soil Survey Map with the property boundaries clearly delineated.
2. It is unclear if some of the lots within your site plan can be built upon because of the riparian buffer impacts and
the locations of the level spreaders. In order to review this efficiently, a site plan map (or separate sheets)
needs to be submitted with the following information:
a. Lot numbers for each lot,
b. Each impact identified on the site plan (i.e. Impact 1, impact 2 etc.),
c. The built out structures of lot #'s 1, 2, 3, 4, 8, 13, 14, 22, 23, 40, 41, 58, 59, 64, 66, 67, 71, 72, 73, 75, 76,
80, 81 & 82,
d. The level spreader locations on the lot #'s 1, 2, 8, 13, 14, 23, 40, 41, 42, 66, 71 & 73,
e. Final grading contours with topography and elevations.
3. Please re-design your level spreaders to DWQ guidelines, submit the level spreader worksheets and the
Operations & Maintenance Agreements for all level spreaders on your site plan. This information can be
located on the 401/Wetlands Unit website, http://h2o.enr.state.nc.us/ncwetlands/.
4. Please explain why the level spreader on lot 40 differs from sheet 3 to sheet 8, again please design your level
spreaders to DWQ guidelines,
North Carolina Division of Water Quality, Wetlands/401 Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.stato.nc.us/ncwetlands/
Gary Felton
Page 2 of 2
5/24/04
5. On sheet 6, at station 24+50 there is a drainage easement identified, please explain how diffuse flow will be
acquired through the riparian buffer.
Please respond within three days of the date of this letter by sending this information to me via e-mail or
fax and a follow-up copy in writing. The Express Review Program is a process that requires all parties to
participate in a timely manner. If the DWQ feels the Express Review Program is the incorrect review
program for your project, then we may have to return your application and have it reviewed through our
regular 401 Water Quality Certification Program.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Debbie Edwards at [phone] if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
t J1
John Dorney,
Wetlands/401 Unit, DWQ.
cc: Tim Stall-Site Technologies, Inc., PO Box 1612, Oxford, NC 27565
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DWQ04-0824
Gary Felton
page 2 of 2
5/24/04
5. On sheet 6, at station 24+50 there is a drainage easement identified, please explain how diffuse flow will be
acquired through the riparian buffer.
Please respond within three days of the date of this letter by sending this information to me via e-mail or
fax and a follow-up copy in writing. The Express Review Program is a process that requires all parties to
participate in a timely manner. If the DWQ feels the Express Review Program is the incorrect review
program for your project, then we may have to return your application and have it reviewed through our
regular 401 Water Quality Certification Program.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Debbie Edwards at [phone] if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
t/ "t
John Dorney,
Wetlands/401 Unit, DWQ.
cc: Tim Stall-Site Technologies, Inc., PO Box 1612, Oxford, NC 27565
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DWQ04-0824
i ••
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 0 4 0 8 2`J
(u any panicutar item is not appttcaote to tins project, ptcase enter ivot tippucaoic or vv4n .)
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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: GaU Felton/Gary Felton Land Investment Co.. Inc.
Mailing Address: P.O. Box 10809
Raleigh NC 27605
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jwstirve a ix.netconixonl
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:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Pine Valley Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 089604840747
4. Location
County: Granville Nearest Town: Creedmoor
Subdivision name (include phase/lot number): Pine Valley Subdivision
Directions to site (include road numbers, landmarks, etc.): from Creedmoor: Take liwy 56
east, turn left on Crescent Road, go 100+- yards turn right on Pine Vallev Drive. Site is cast
of intersection of Pine Valley Dr. and Woodland Rd.
5. Site coordinates, if available (UTM or Lat/Long):36d 7.4583'N, 78d 40.3249'W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 70.97 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Robertson Creek / Falls Lake /
Neuse River
8. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://li2o.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: Existing Condition: Woodland and field
Landuse in vicinity: Residential and Industrial
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: This
project is to constrict local subdivision roads for an expansion of an existing residential
subdivision. Typical tracked and nibber tire vehicles will be used.
11. Explain the purpose of the proposed work: The purpose of this project is to expand the
existing Pine Valley Subdivision.
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.
This phase of work is being planned for a new landowner. No previous permits have been
requested or granted for this project.
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.
No future permit requests are anticipated for this project. _
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: Local residential subdivision
roads will cross streams at four locations on this site. One culvert has been installed ditritl,,
the previous phase of work. This culvert has failed and will be replaced as part of this work.
Three new creek crossinare being; applied for.
2. Individually list wetland impacts below:
Welland 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 Wctland***

1 replace exist cup, 0.0 Ac No in chamlel stream channel
2 fill/cuh-crt 0.004Ac No in channel stream channel
3 filUcuhert 0.004Ac No ill channel stream channcl
4 fill/culvert 0.005Ac No in channel stream channel

' List each impact separately and identify temporary impacts. Impacts include, but arc 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 arc 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 htip://wNvw.fema.oov.
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: 4.9 Acres
Total area of wetland impact proposed: 0.013 Acres
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?
(please secify

1 replace ex. cult'. W(existing) UT Robertson Crcck I' intermittent
2 24"cutvert/riprap 91' UT Robertson Crcck I' intermittent
3 36"culvert/riprtp 104' UT Robertson Creek 1' intermittent
4 36"culwrt/riprap 102' UT Robertson Crcck 1.5' perennial

" List each impact separately and identify temporary impacts. Impacts include, but are not lunited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and alter, 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
wltiw.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., wtivw.topozonc.ann,
w%%w.maj ucsLconl, etc.).
Page 8 of 12

Cumulative impacts (linear distance in feet) to all streams on site: 195' intermittent impact
102' perennial impact, Total stream impact: 29T
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: Lill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation none
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.):
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 existing streams and ponds are important features of this site. The roads were designed
to avoid streams and buffer areas except where crossing>s were necessary. Crossings were
designed to be perpindicular to streams. The plans have been revised following an on-site
meeting with USAGE eliminating planned crossin« as an avoidance measure.
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
Page 9 of 12

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
littp://h2o.enr.state.nc.us/ncwet]ands/strm,i,,,ide.litinl.
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.
No stream mitigation is required for NCDWQ as only 102' of perennial stream is being
impacted by this work. Deed restrictions and conservation easements will be placed on the
stream channels as required for USAGE as directed.
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 littp://h2o.enr.state.nc.us/wrp/index.litm. 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): 0 IT
Amount of buffer mitigation requested (square feet): 0 s.f.
Amount of Riparian wetland mitigation requested (acres): 0 Acres
Amount of Non-riparian wetland mitigation requested (acres): 0 Acres
Amount of Coastal wetland mitigation requested (acres): 0 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 X
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 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes XNo ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 19,362 s.f. 3 0
2 12,100 s.f. 1.5 0
Total 31,762 s.f.
"Lone 1 extends out 30 Icet perpendicular Irom near bank of channel; Gone Z extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
a _. ! i A
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.
No riparian buffer mitigation is required - each of the crossings impact less than 1/3 Acres of
riparian buffer. Crossing I buffer urnpact: 8,081 s.f.. Crossing 2 buffer impact: 7,581 s.f.,
Crossing 3 buffer impact 7,800 s f, Crossing 4 buffer impact: 8,300 s.f.
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.
There is no existin impervious acreage. Proposed impervious surface will be 194,232 s.f. of
road pavement, 212,000 sf of roof surface, and approximately 84, 800 s.f, of driveway
pavement surface. Total impervious surface for this project: 491,032 sf or 15.88% of the total
lot acreage.
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This subdivision will be served by the City of Creedmoor sanitary sewer and water systems.
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
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).
d
Applicant/Agent's Signature :lie J
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of En%ironmentul and Natural Resources
Wetlands/401 Unit
Buret Add-i 2321 Crabtree 110,Ilevatt1. Suite 2SO
Ralrigh, NC 27604.226()
6lailing Address: 1650 Arad Service Ccnicr
Ralctgh, KC 2.7699-1050 .
Contact Tnfor tlon: Phuac k: 919.733 U203
Fe. d: 919-733-6393
Fttx'fo: GaryFrlltm i;ax#: 919-9354Y)33
1'im St all gig-693-2927
tiuhject: Pine Valley Subdix'isian Ilate: S/21/(}1
Numher Of p39CS including cover sheet: 2
Notes or special Instructions:
Tim. this is a stamlunl letter, 1$now you have cLeady paid Ox fee and we have re::civrd the package.
The .rigir.ai will be scot it, the mail. Lf you have questions please cull Debbie LAd , ods at 919-733-9502

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EXPRESS PERMIT REVIFW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
RLeigh, 1C 27601 2.'.60
Malling Address: 1650 Mad Sevice Center
Raleigh, NC 37699 1650
Contxt Infonuvlion: Phone a: 919-7330203
F- #: 91Y733-6.M
Fax To: Gary Felton
Tim Stull
Fax N: 919-835-1943
919-693-2927
Sub.leci: Pau Vallcy Subdivision Vatc: 5121/41
Number of pages including cover street: 2
Notes or special instructions:
1 i:, this is a taneard leurr, I know you Lace alrwdy paid dlc fee and we have rece ved the pa.:?sgo.
'1 h, nr grnal will be Fent in lbw rnail. If you have yucuiom please cull Dchhie Edwards at 919-733-9502.
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\14 A?? Michael F. Easley, Governor
\O?0 19 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
; Alan W. Klimek, Y.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
b _?y Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
919-733-0203
919-733-6893
Fax To: Gary Felton
Tim Stall
Subject: Pine Valley Subdivision
Number of pages including cover sheet: ?")
Fax #: [phone]
919-693-2927
Date: JahV4' ?()-k
-2 INotes or special instructions:
Tim, this is a standard letter, I know you have already paid the fee and we have received the package.
The original will be sent in the mail. If you have questions please call Debbie Edwards at 919-733-9502.
T1W
r'CDEN",
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS PERMITTING PROGRAM
FOR THE 401 WATER QUALITY CERTIFICATION,
ISOLATED WETLAND PERMITTING
FOR STREAM ORIGIN DETERMINATION PROGRAMS
©j ° 4 February 25, 2004
?Q Version 2
Applicant Name: ??.G?-(' ??Z7a?-1 /?Ar-?ar- t ?.?lr-try ??1yt=?7?c?t?t 11
Applicant Address:
Applicant's phone number. (?14) c ?F Fax number: aq)
Applicant's email address: 3 I115[1( 1 X M P-&Qwt • 601,111
Consultant Name (if applicable):
If;,.
Consultant address (if applicable): f iq-1LLa)?, 1 &?1 Z
Consultant's phone number: Fax number:
Consultant's email address: ?t Y?l y1Lt
Type of action requested under the Express Review Program (check all that apply):
-p 401 Water Quality Certification VVETLANUS / 01(IROUP
? Isolated Wetland Permit
Riparian Buffer Approval j/A ? r' I) 200 4
? Stream Origin Determination WATER (}(.jA[ IN SECTION
# of Detenninations Requested
Name of Project: ?&S V4cL-L-6V ?l(?t, t2lt /(?10?-?
Property size (acres) l A-f • County: l? f2.?t-jUtl.( _
Nearest named stream (from USGS topo map): Gt?.t7n?tDr?fL
GNe"
i` y"t ,
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
Please provide a brief description of this project (attach site plan if available):
&. r
Location of project site - please include reference to the county, nearest name town and highway number:
Proposed impacts:

Acres of wetlands
Acres of isolated wetlands
Linear feet of streams
Linear feet of isolated streams
Square feet of protected stream buffers
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two yearns? If so,
please list which ones. AZTEfJO -3 _ ?JDcU`'j13 ( (y (? d %
Which other environmental permits will be needed for this project? Please list them below:
??r???t?L.??r? ??-?- C17?t ?r?t.? ?l;.it2,c??r
Does this project require approval under the State Environmental Policy Act or National Environmental
Policy Act? ti?-
Does this project require approval of a Variance from the NC Environmental Management Commission"
(lv
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.

This form must be submitted via email (c/o 401 [e-mail]), fax [phone]) or hand-delivered
(Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604) within the first three (3) working days of the
month for the first three months of the Express Review Program (until January 1, 2004). Application
procedures after that time will be provided at a later date. Applicants who are selected to participate in the
Express Review Program will be notified via email or fax with one additional working day. Successful
applicants will then be instructed regarding detailed procedures for full application. Unsuccessful applicants
will be queried to determine if they want to be in the following month's selection process or whether they
want to follow the normal application process.
Please contact John Dorney at 919-733-9646 if you have any questions regarding this form.
2
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Date: 4/26/104 Caption: Pine Valley Subdivision
Scale: 1 inch equals 2000 feet
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item 4 if Restricted Delivery is desired. X
i Print your name and address on the reverse
so that we can return the card to you.
i Attach this card to the back of the mailpiece, p. eceived
h,,
or on the front if space permits. ???%''tt??
Article Addressed to:
3ary Felton Land Investment
Post Office Box 10809
Raleigh, NC 27605
DWQ# 04-0824 - Granville
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ty) ? Agent
? Addressee
by (Printgd Name) C. Date of Deliver)
address/different from item 1? 11 Yes
address
delivery address below: ? No
3. Service typo
[Certified Mail
? Registered
? Insured Mail
? Express Mail
Return Receipt for Merchandise
? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
Article Number 7004 1160 0002 2706 6516
(Transfer from service lat, ,
,n -- 75211
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Pal
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
¦ Complete items 1, 2, and 3_ Also complete A.
item 4 if Restricted Delivery is desired. X
¦ Print your name and address on the reverse
so that we can return the card to you. B.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Gary Felton Land Investment Co
Post Office Box 10809
Raleigh, NC 27605
DWQ# 04-0824 - Granville
! ? Agent
E3 Addre
dd
by (Printed Name) C. Date of-Deli
D. Is delivery ad
If YES, enter
yes
No
JS 20L9 3. Service Type
[(Certified Mail
? Registered xRetum "
? Insured Mail ? C.O.D.
s
Merchandis
4. Restricted Delivery? (Extra Fee) .
Article Nuln!" fromransfa. servke label ?001 2 510 0006 3167 6050

? Yes
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
eta 3:tFsii:ts?:f(1?E??3!'1331!? ! ii ? 3i?? iii i i iiii? li
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
EXPRESS REVIEW SCHEDULE
PROJECT NAME: /C)
ACTION }}}}???? 1 V
Acceptance letter
Application received
Initial review/letter
Information received
Field Meeting
Additional information letter
Information received
Office Meeting
Additional information letter
Information received
Expiration
Issued/Rejected (circle one)
DWO #: GL11- :08LY
DATE 1-24910-1
S 15
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orr Robert Ellington , NOTE: P \ , s~ Zoning R - 3 5
T~E_.Ra~ ANA; ~~n;rERUrsE DATA -FROM SURVEY CONDUCTED 8Y JAMES R w~~S~CN, RE~ISTE~RED LAND SURVEYOR. ~ ' S
A_~ :,)NS R C`idN ShAL~ BE 'O THE CURRENT STANDARDS AND SPECIFICATIONS OF ThE STA'E OF NORTH CAROLINA AND ~ITr OF CREEDMOOR 4hP ~ tir r1~' ^Hq' ter: ~ p ~ c - T F P C ~ ~ ~ ~NTRa,,)R ~ S~~uRE 4LL NECESSAR~ ~ERM~rS FAR ;ON~TRUCTION SH.W~ ~N HES_ .LAN,,. ~ ti'
4 4 .''~E'~S~ONS a4'D STA~CiNG POINT COCA?IONS ARE T^ THE EDGE OF PAVEMENT OR FACE Or" CI~RB UNLESS OTHERWISE NOTED. G
5 r+v' ~iORk SHOW"~' CN Tti S~ P' NS TiiAT IS FGJN^ 70 B IN CONFLICT WITH. THE C-'~^! CF CREEDMOOR SI,BCIVISION ORDINAiVCE SHALL ~MM~ IAT 'Y f ~ 1 ~ ~ ii E ~ LA ~ E BE _D EL „ ~ R • 900A0' 1 ~ ~LR`ET T^ 'NE U+P~nSCAPE ARCHITECT FOR ADJUSTMENT. LOt ~ - Bk, B o _ r L~ 2PS~t0' 6 ~ ' P~ ~Q G
r, c c, cr c c ~ o ~n - c ~ -~r i Ch • S 7S 21' 28' E / \ O '~~~ti. ,;R Ex_~~~NU UT~~,.~T?ES SHOWN ON TN.SE PLAN AR~ q, PROXIMATE. `HE ~_.N~RACiOR SHAD FIELD VERIFY rH~ ~,CA~~?NS CF A~~ - _ g ~ ~ ~ r,Ec a~ D `"A~~L BE RES=ONS'~BLE FOR DAMAGE TG SAME_ Plne Valle SUb d. s ~ ~ ~ ~ ~ ~1'~ A ~ ~ ~ ~I
`r.~TRA, 'R cH q r. F iTAI h-^i Ar TY i c ' T - fl T ' ? T ?~nP T Y ~y 7 1 E ~ a AT ~ ~~M~S M.A~N~ .N A~t.~~ E SAFE. MEAS~RE_. A_ V E> AN,. BARRICADES 'OR r+E RO EE~~~J C~F HE SITE. H. L, Whitfield Hit e s ~
8 N'RA-Ti~R HA ~ ~ R F~~N I ~ ~ F ~R PR I~~I~. IFI ThN C RTIFY N" TEA` PAVFM NT TR ~T R" "AT FI TH P `'IC ~ Zanln R - 3 °f - ~ ~ ~ ! i _ _ _ S B~ ES ~ S 8,.~ C . OV ~ ~U VER CA ~ .E -~E ~ E S U., U ~ ~ 5 ES E AP ROV_D DE >IV g R~ _ , - _ ~ i o ; , ~ ~ ~ I 'nE : ER' ~ _ATi~N 1+'~S' INCLUDE C,vRE tOCATiONS, SUBGRADE, EASE AND PAVEMEN° OEVS~'~%. AND BASE ANC PAVEMENT THICKNESS BY TYPE. A CERTIFIED ~ ~ i~ I ~ i ~ ~ i- ~ kE R~ , ~ ~ Zoning R - 2 h~ ~ RT. 56
REG_~R` S~TNED B" a PROFESSIONAL ENGINEER IS REQUIRED. ~ a ~ ~ ~ a~ ~ i I 88} h
9 A tiUR aK~~~ tia 2NE CALL , EN'~F (NECC) ~ -800-E2-4949 BEFORE C GG'~N;, _ _ A v o ~ 1 i k' j ~nA;E~ HRcA~ ~!~OWti ADJA~ENT Tv STREAMS AND PONDS ARE RIPARIAN BUrFERS ~RU`ECTES 3~ ~HE NORTH CARGUNA DIVISG~'v OF WATER QuA~~ITY iNCDWO . W ~ i'r ~ ~ ~ ~ \ ' l ` r i
" ZL,NF R!pARA~N E F~ERS EXTEND FROM THE TOP OF THE STREAM CHANNEL ~CR k ".STANCE OF 30' PERF~NDiCL~LAR TO THE CHANNEL ZONE 1 IS TO BE AN ~ \ ~i ~ / ~ I s i 4 ~ ~
i.kEA OF UNDISTURBE! FOREST vEG'=TATION. NO TRACKED OR WHEELED EQUIPMENT t5 ALLOWED W ZONE EXCEPT A' STREAM CROSSINGS DESIGNED AN APPR V ~ ~ V ~ ~ ~ ~ ~ D OED ~ , PER i~~ESE ?CANS. ro ~ r ` _ ~ f w ~ a - ~ ~ ~ I
?ENE ~ RIPARIAN UFFFR~ XT N F^R A I TAN ~0~ FR M TH G f ZONE 1 R!PPRIAN U~~ Rc. THE ~ M IN M~NIM~A I ~T ~ ~ i ~ c ' ~ ~ E _ ~ E E D v D S CE ~ 1 0 E ED E 0 8 E ~ ~ .,0 B E~ u W C N OF ZGNES 1 AN„ ~ S ~ o ~ ~ ~ k5 ~ i A ~ S~ z ~
;HA'_~ Bt 5C' CN A~~~ SIDES OF A WATER BODY. ZONE L IS T;I REMAIN FOREST 'vEGAT~ON BUT IXAY BE N'ANAGED TC MINIMIZE SHADING ON AD,ACENT LAND OUTSIDE ~ ~ 87k ` ~ ~ ~ ~ ^I A A, i 'RF T'~ 1 ~ IT fT' ~F T ' ~ RAGA ; ~T n j~ ~ - T r A O' ~ ~ xP.R ~ ~ _A IF h_ WATER 1UA~ Y FJN~ iCN U HE PoPARIAN BUFFE R~ S Iv., COMPROMISE,, NQ S JRC~~,RES ARE .Q EN,~RCia'~F' INTO ZONEi ~ L k ~ ~ ~ i;; ~ 'i 'i - , ~ ~ ~
R ' ;"~E C RIPAR,AN EUF~ERS WITH THE EXCEPTION OF RGAD CP,CSS~NGS APPROVED BY NCDWO AS S>,CWN 'JN TrIESE PLANS. I ~ A ~ `56 ~ ~ ~ ~ ~ ~ ij i.. - , / - _
/ ~ ~ ~ y ~ ~ ~~5~~~~ iii/. ~ ? ~ ti ~ ~ 0 i if ~
~ ~ 1 ~ ~ ~o - V"'%~~~ iii CONSTRUCTION SEQUENCE: i o ` ~ ~ ~ ~ ~ ~ i--.~~~ i;• ~ 8 A ` /r
- - 86 - ~ o ~ ~ i i ~ \ `
- - - ~ i ~~g't~~N A ~,RADIN~~ rERM~T , ~Y a _ _ - ; / \ V v\
'N~ALL GRAti~~ CONSTRUCTION EXITS, CL'~LJERTS, ANG `EMPORARY SEDIMENT BASINS. OLEARING ONLY THE TREES ANC VEGE"AVON NECESSARY TO GAIN ACCESS 70 ' - ~ - °~o / + _ ~ ~ ; ; 4p . ~ ~ ~ S / _ i,, ~~/j ~ ~4 ~ ~ R ~ ~ ~ 0
L~~A CVS ~ / 0~ i ~ A, ~f` ^q. ; T -mac p ~ Ti ~ ~ !i`' T4 ~ F - _i ~ I ~ ~ ~ ~ i ~V ~ 3, _ 4R 'v, ~ ~B Ee ~ AdD ~_vETA ~N AS SHOWN UN PLAN, INSTALLING TEMPORARY C VERSIONS AND CIREC N~ RUNOF TU ~NSTALLED TEMPORARY SEDIMENT BAS~NS ~ ~ ~ ~ i / ~ p ~
i A5 TAE WORk PROGRESSES INTO 9TE TEMPORARY D!~;~ERSIONS ARE TO DIVERT RUNOFF AWAY FROM NEWLY ;RUBBED ANC GRADED AREAS UNTIE G'~rCHL!NES ARE x~ ;oac1~ o ti ~ / \ ~ ~ ' ~ ~'i 'I a ~i %~S. / is ~ ~ ~ i~ ~
A~~t,_aL~ STAE~~~ED wTH VEGETATION SEED aND MuL~H TEMPORARY DIVERSION G'~TCHES IMMEDiATE~Y TG PREVENT LN'vECESARI' EROSION. v ~j ~ a ERASE S'E AS SHOWN ON PLAN "FROFI~~E SHEETS FOR EACH ROAD. STABILIZE ROAG BED ANC DITCHES WITH RGAD BASE GRAVE AND TE~IPORARYIPERMANENT SEEDING ~ 3b ~ ~ I ~ ~ ~ Q ~~L / o ~ , . I \
+ ANC KLA;E RiPRAP _NERGY DISSAPATORS AT CULVERTS AS WORK PROGRESSES ~N'0 SITE PLACE EROSION CONTROL DEVICES AS SHOWN AND VEGETATE DISTURBED - ~ ~ 1 / ~ C~, ~G -c F~ ~ ~ _ I I 1~ is ~ ' ~ i, % ' ~ - - ,
~~.J E ~MM",IATE~Y - +,.~~nTr xra ~ - i cT ~ ~ r TC T ~ i , , ~ . ~ ~c~n~ a n o oscae ~ ; ; ; , i- i~; , o~.`
~HASt „JNSTRUCTION OPERATION SO THAT DI~~URB~_D AREAS CAN BE PIANTEC O~R UTHERW~SE PRO ~CTED W~ H GROUND :OVER, DEVICES, OR STRICTURES o~ _r~l i b T 1 - ~ r - - , , 5 r - ---1~ N / ~ I ~ ~u~,C,.ti' „ RESTP,AIN ERC~IUN W,THIN WORKING DAYS. x ~ ~ ~ ~ i ~ a , . , ~ ' ;
A_~~ EROS JN AND SED~ti+E'JTATIuN CONTROL PRACTICES wIL~ BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENS. NEEDED REPAIRS AND MAINTENANCE ARE TO ' 84 x - _ oo~ ° / , ~ _ - i - ~ ~ ~ ° ~`:A ; ~ ' ~I ' ~ ~ I I ~ O ~
BE J CE. 'Mv1E AIL~Y ~ , i _ f~ I i s - i' T Lam- I I ~ 2S 5 ~ ~ i ;
- OE'ERMiNEv CJR;NG THE COURSE OF COI~STECTIUN THAT SIGNIFICANT SEUh=tNT 'S ~EAV!NG ~~HE SITE DESPI'E PROPER ,MPLEMENTA?ION A"dD MAlNTENAnOE ~ ~ i - - ,o p~ i TF THE APPRCJED ERCSrCN CONTROL PLAN, THE PERSON RESPONSIBLE FCR THE ~1NC D'SERBING ACTIVir~ 'S OBLIGATED TO TAKE ADDITIONA_ ?ROTECTIVE ACTION, ~ ~ ?~l ~ ~ / ~i ~%i'~' V P ~ ~ ~ ,
I~_I _ _ ~ ,V - I `~E PER~uN RE~ONS.BLE FOP, THE DISTURBANCE FAILS TO TAKE INIT?ATIVE ?0 xEEP SU~L AND DEBRIS ON SITE, ENFORCEMENT ACTION MAY BE TAxEN' AGA~~NST ~ ~ ~ ' ~ ~ ~ ~ ~j 4 ~ ~ ~ i -i/ / / '~i ~ i /i ~ , , , / ~ ~ o _ ~ - \ ~ y~ ,
- - i - a 1 - - ~ k5 ~V ~ ~ THE ~I'E A~,D ~Ht dRAD+NG PERMIT REJOKED PND; OR A S7CP WORK ORDER ISSUED. ! e d ~ - ' ~ ~ ' _ ? r v x~~ ~ , Q~ 0.94 ~ 6 i,,;;~, ~ ~
_ _ 4 n WHEN EONSTR,,~T'~TN iS ;?MPLETE, PREMANEN'Lr' STABILIZE ALL DISTURBED AREAS ~ ~ ~ _ ~oo~s~' `T ~ ~ _ is i / ~ 'ii/ i~
kF`ER `NE SITE 'S ~~Lw STABIJZED REMOVE ALA TEMPORARY EROSION CONTROL DFti'h:l S AND INSTALL PERMANENT dEGETATI;?N IN THE+R P' ACE. ~ - ~ ~ i ~ ~ ~ ~ i gnRnNG __,R A F~NA ~ ~ F "'I~~ wTH rH ~~Rn Ir; r,~~ T I "P ~~R ~i~ ~ E~~ ~NSE~~N Et_s_N~NR~_~LNSE~~ _ - ,101
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NO. REVISIONS DATE ~aaaoaooauo~~ ¦
o ~N CARp~ DRAWN BY: t~l &
15SUEC FGR BIDDIP~_ 5/3/'04 ,Hnu,.~ /tiq'~o
SSITE TECHNOLOGIES, INC. Subdivision Sl1ED FOR NCDA FERMITTING 5/19%04 g Pne Valle DESIGNED BY TA
s* V 753 - * Land Planning & Landscape Architecture S RE' r- . ~ ;0 Br assfield Township, r REVISED PER ~ anville SE0 PE N..~.1r. w V. 7 Count North 5/2 , ,14 a Carolina r a orl'na
P.0.Bw 1612 Oxford, NC 27565 a SHEET. 1 ec Subdivision n DATE: 10/2/03 OF 12
Owner: a Felton Land Investment o., Inc. ~oooQH A SS 919-603-2927 EMAIL: tastall to road.net
~o~oaa~ 9 N P. O. Box1 Raleigh, N 0 09 27605 SCALE: t :100' JOB NUMBER: 0328

1 ~ r I ~ ~ ~ _ _
i ~EvEL SPR~ADER NQ t ~ ~ rt - ~ ~ ~ I i f i .~-f r-k i-' i I ~ 1~_( ~ _i ~_ti i~r-' ~ ~ i ~ d-~ ' ~ ~ I I - ~ i~~ ~ i ~ ~ ~ ~ - i ~ ~ ~ ~ I '~i r : -~'^J-. ~ I -
~ M'N ~ ~ ~ ~ f- j~ V~L~ S~~R~ DAR rf0 2 - L~NGTH: 1~ - ~ ~ ~ ~ ~r ~ -i ,-f i - ' ~ ~ ~ ~ i - i I ~ ~ ~ ~ - I- ~ 1 - " ~ - ~ ' 1 ~ ! ~ A " ~ ~ i I ~ ~ ~ .~'~I I t i ' L- ~ ; - i' ~ . i ~ I i ~ ~ ~
-$EE DETAIL--~ ~ i ~ ~ ~ I i~I~ ~ MIN_ L€N6~ 10 _ - 1 I ~ ! ~ ~ - - R!PRAP ~NERGY DIISSAPATbR ~ ~ ~ ~ ~ ~ ~ a ~ ; ~ -S~~~Ert~AIL~ ~ ~ 1 ' f ~ ~ _ I ~ _ STRAW( MULCH WITH NYL(7N- ! ' ~ ~ ~ ' ~ ~ ~i ~
i _ CLASS 1B' RIPRAP ! ~ ! ~ ~ ~ ~ ~ _ ' ~ ~ r•_ ~ ~ NET'ING STAQLEG IN PLACE ~ ~ i 1 r~ ~ ~ y 1`-; j i ~ t, ~ ~ ~
SI E; 6'w X 9'L X' 24" THK. ~ ~ ~ ~ ~ ~ ; r ~ ~ ~ ~ I I, I • ~ J ~ IN CENTER iJf_DiTCHLINE ~ ~ i ~ ~ - t _ ~ - ~ . ~ i ~ i ~ ~ _ - - 1 i / -SEE DE~AtI ~ • i ~ 1,i ' ~ ~ _ F-l r-, ~ ~ j -
.OVER ENGINEERING FABf2IC ~ S AY~~1ULK.WtfiH~NYCO~ ~ i ~ ~ -$EE DE AIL . ~ - ; ~ =:~iI4~JCr-€T LED IN -E1.Af~_. ~ ~ 4 i t _ , r T~. .I T~Mp RARY S iMENT BASIN N0.4 ~ ~ ~ , ~j, ~ ` ~ ~ ~
. ' , ~ IN-~t;ENTER 96-fltTCittINE " - ~ I _ ~:1~ ~ ~ 19'W x 38'L K 2'D I ~ ` I ' I ~ ~
I ~ ~ ~ - -SEE:-0ETAiL I ~ ~ I R T i ~ f ~ j WE LENG.H: 4' . ~ ~ 1~r - i~ ~ ~
TEMPORARY SEDIMENT BASIN D60.1 ; . SILT BEN - 16'W X 32'L 2 Di ~ ~ 'RIPRAP-OHECk DAM _ ~ ~ . ~ '~t, : i I ~ t ~ , f
. ~•wu I ~ ~ _ WEI LEAIGTH. 4~~ ~ ;~;~•,Q~TAI . . ~ • _ r
i . TEMPORARY SEDIMENT BAS~N NO.t , . IT , j r ~ ~ _ ~ ~ 1. ~ I ~ ~ , I ~ ~ I =
STRAW MU'~_CH WITH NYLON 15'W ~ 30'L X 2'D i ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ZONE 1 RIPARIAN BUFFER ' ~ / 1 ~ G~JLVERT ~8 l~:F: ~F , LEV~t~SP EADER
NETT'~NG STAPLED IN PACE WEIR LENGTH: 4' .~i ~ ! ~ /jj~% , /~'i i ~y , V 18" R.C.P, ~~5~6%~ ~ J i ' • ~ ~ M1N. LEA Th t',' 1 I
IN CENTER C DI LN~INE i i ~ ~ ' ~ ~ ~ / , ~ ~ /ii % %~j% . , -SEE DETAIL-~ , i ii% % /i/ ~ . ~ ~ i ~ , ~ ~ NE 2 R PARAh B FER f,,,; ~ INV. IN = 328.C0 ~ i -SEE DETAIL.
, ~ ~ / / / ~i /i ~i AINV OUT = 3 .25 ~ ~ i~ ' ~ ~ I • ~ t~ RAINAGE i `
~ j ~ / j~ i/j, . ~ : iii i. /~-i/ %j~ji~ •;~i ~ ~ A ' 3~M
{i,,~o i~ ? ~ ~ ~
~--;~~-~Y%~% ,l ii%, i~ RIPRAP ENERGY D,SSAPAT~~~R ~ ~ ~s% ~ _ ~ ~ ~ ~i; ~~j.~ ~ • ~ f ~ i /~/~j 1 ~ j i ~
CLASS 'A' RIPRAP ~ i.~'/~ ~ ~ ~ f..._-.,~- SIZE 6'JJ X 9'L X 18" THK. ~ % , ~ ,~i i - ~ v ~ ~ R1PR1{~ ENE Y ~ SAP~TOR`~, y '%i ~ % j i ~
i. OVER ENGINEERING FABR~C - ~ ~ ~~~E r•~ , f"~7 fF- ' i , p~ZCN ....G.. ~ ~ j?~~ ~ ~ • ~ CtA S A'; PRA / ,D~Tr _ ~ , ~
-SEE DETAi~~ ~ ;y;" , - ~ ~TEMPO~AR i - - - - , ~ / , i ; i% ~ ~ I 6'W 9'L X P,B THk, ~;i/ % ~ ~`.Q,VE EN INEERiNG'FABRIC
' ~ - ~ 5~~- - ~ ~ ~ TEM~ORA~ SEDIMENT BAST N0.3 ~ ~ / ~~I ~ 1 ' L~ fT ,F ~ iii/~ .ter ~ ~ ~ , - E D TAIU i
/ ~Ra ~ ti'4U, Xi22'L X 2'D ~ \ ~ ~ M b ' -ice, i i; ~ I i~ PD _ ~ ~ ~ ~ \ i ' DISTURBANCE i 'i/Y, ,..•R~' W~1{v~,~LENGTH: 4'
4 •~T..~ ~ - ~ _ ~ 1
1 P - i/ ~ ~ t' ~ A~~ ~ ~ I r ' i%~ji' ~ ~ STRAW MULC WITH NY -
N~'` i-. ~ - . ' ~ L = ~ ~ - ~ 9 L ~ i STRAW MULCH WITH 'NYLON G ~ ~ • ~ i, ~ ~ ~ S ~ : NETTING STAPL D N C ~ 1 ~ ~ I 1 ~ 4 fi ~ - - . U~J Rt i i 2 - 6 0 F ~ r n ~ E ~ L C ~ ~ ~
N TT~N~, S~AP~t,, IN PLACE ' ~/i !N CERTER iTCHLI ~ ~ I I R ~ _ ~~N CENTER OF DITCH IN ; - . ~ i 8 C1P. ~ ~ 0.07 L E i AIL _ 1 ~ _ , 1__ ~ r ~ / / ' ~ ~i /
-SEE D~Tf(ft ~ < - , INV. 1N~ 336.00 ~ ~ - ~ ~ ~ ~ i ~ /t , ~ ~ (J ,Y ~ ~ ~ _ _ ~1'd~/ OUT = 329.90 ~ ~ ~ _ - - - ~ ~Y
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NO. REVISIONS DATE ~9pOPA~000ppppp ~~tN cARO~ °0000
ISSUED FOR BIDDING 5/3/04
SITE TECHNOLOGIES, INC D D EXPRESS REVIEW 5/19/04 Pine ¦ ¦ ¦ I SSUED FOR NC W ¦ * 9 ~ 31on 8 DRAWN BY.- TAS.
5. * Land Plannin & Landscape Architecture DESIGNED BY.TA.S. Forrest Road (Public SHEET: 2 o a
REVISED PER g assfiel Township' ranville County., North ar olin ER NCDWG REVIEW 5/27/04 P,0.Box 1612 Oxford NC 27565 Br h Carolina 1C, DATE: 4,23,04 Road Profile a ion
r, Owner: a Felton P Land Investment Co., lnc. to 12 + 00 SCALE: HORIZONTAL 1 :40'
rNr s5o~ 919-693-2927 EMAIL. tastaN to road.net gryp Box 10169, Raleigh, N 27605
VERTICAL: 1 • 8 JOB NUMBER: 0328 F

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NO. REVISIONS DATE %'P05=00000 p0
° CAR 4b ISSUED FOR BIDDING 53%04
DRAWN BY.- T.A.S.
ISITE TECHNOLOGIES, INC. 3Y SSUED FOR NCDWG EXPRESS REviEW 5/19/04 o Pine Valle 1; * Planning Subdivision 31on
REVISED PER NCDW~~ REVIEW g & Landscape Architecture 5/27/04 Land o Waivlll field own hr ~ s North arolin T Pt DESIGNED 8Y. TA.s. Forrest (Public Road) SHEET: 3 Road
e County, o~ P. O. Box 1612 Oxford NC 21565 o. Carolina 'C. DATE: 4/23/04 Road Profile
Land Investment ' Inc. 0 H} A D ° 919-693-2927 EMAIL: tastall to road.net Owner: a Felton Station (12 + 00 to 17 + 2 7.16) OF. 12
aoaoonopp60 g ry P. O. Bx 1o0809, Raleigh,N 27605 SCALE: HORIZONTAL 1 "-40'
TICA- 1"=4' JOB NUMBER: 0328

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NO. REVISIONS aaoa°
DATE q0 caRO, o ~ N
ISSUED FOR BIDDING 5/3/04 TECHNOLOGIES, SITE
INC. ISSUED FOR NCDWG EXPRESS REVIEW 5/19/04 Pine Valle ¦ ¦ ¦ a slon ' DRAWN BY.- T.A.S.
* 753 Land Planning & Landscape Architecture REVISED PER NCDWQ REVIEW 7/04 Br 5/2 nvi lle SHEET: 4 DESIGNED BY: T.A.S. (Public Road)
assfield Town sh? p~ Yra County, N North aroli? P.O.Box 1612 Oxford NC 27565 r, Owner: a Felton hh Carolina
Land Investment Co., lnc. rHY A 919-693-2927 °a~o~EMAIL. tastall to road.net nC. DATE: 4/23/04 Road Profile Station (0 + 00 0 12 + 00) OF: 12
gry P.O. B ox 1 8 Raleigh., 4 09 N 27605 L --I~ - I SCALE HORIZONTAL: 1"¦40'
vERTICAL I'-4' JOB NUMBER: 0328

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~ i' ~ Imo= 329.00 ~ ~ I _ ~ ~Y r ~ ~r - - ~ i ~ ~ ~ I I _ ~ ~ - - ,
- ~ i - ~ ~ i. ~ o~ 28.00-'~ ~ f ~ ~ i ' ~ x ,<<.; ~ % ZOAJE 1 RI~AR BCIFFER _ ~ ~ ' I ' ~ r ~ ~ I
i / ~ ~ti , ~ ~ j , ,'fEMPpRARY SEDiMEN ~ BASIN ~1(?1~ I _ / ~ I i I ~ , x / / J i- ~ . ; ~ -BONE RIPA AN FF R ~ _ _ - _ ' ~
~ ~n, 6~ I I - I i ~ ~ ~ i~ „ Y r~ / ~ / ~ ~ ~ ` 'i 21~W X 42~L X [~D H I ~ ~ ~ ~ ~ ~ t ~ ' / 1 r ~ ~ WftR LENGTh 6' I _ ~ t ~ ~ r : ~ 7 %1' ~ ~~j ~ T~ ~u _e ~ a E ! ~ % ~ i
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` 18 R.C.P. ~ 2.089 INV. IN m. 312,50
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_ _ INV, ovT $ 30.0© 3000
SO
+~~'C' 1+00 ~+Q~
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NO. REVISIONS DATE aaaaoaaaoaou~~
OR BiDOiNG 5/3/04 ~rnsc~ by°o ~c:cr cr~ o~~~q~ CARQ~I~oo i Subdivisic - SITE TECHNOLOGIES INC. 3Y
'-E2 F ~f~ har~0l a ' ass . vR NCD'NO EXPRESS REVIEW 5/19/04 Pne Valle REtSED PER NCDWQ REVIEW Land Planning & Landscape Architectur
9 o 11slon DRAWN BY: TA.S. DESIGNED BY: T.A.S. SHEET: 8 Woodland Road (Public Road)
5/27/04 Br f ass field Township, 2anville County North Car a r P.O.Box 1612 Qxford NC 27565 ' to rth arolma
Owner: GaZ Felton Land Investment Co.,, Inc. '~0 nY A S 0~ Inc. DATE: 4/23/04 Road Profile Station (0 + 00 0 12 + 00) OF: 12
°p°~oocaooooaa°~ 919-693-2927 EMAIL: tastall to road.net 9 ryP. P.O. Box 1009Raleigh, N 27605
SCALE: HORIZONTAL 1 "=40' VERTICAL 1 "-4' JOB NUMBER: 0328

h r ~ x ~ ;
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~ ~ ~ I , ~ ~ - i i ~ ,ZON~ 1 R'?~ARIAN B~J~FER ~ ~ MIIv,tENGrH, 50'-SSE DETAIL ~ ~ ~ _ I ~ ~ _ - - I i ~ ~ ,
'r' ~ \ ~ r I 4 _ ,
I - _ I 'ZONE 2(~IFARiAN B,~FFER DRAINAGS fASEME~NT ! ~ I f , r ~ i ~r--RIPRAP ,ENERGY ISS AT R -
I _ / ~ CIAfiS~~B' RIPRA I ~ ~ , I - ' . ~ ~ ~ ~ i % ~ ~ ~ t ~ ~ \ i ~ X i ' i- ' ~ ~
. - SIZE 6 w X 9;D- 2#" K, _ - _ _ ~ 1 ~ ~ ~ ~ ~ ~ - ~ - 12yfRE RIN FA~BRI _ ~ , . ~
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i ! ~ I , ~ . = ~ ~ ~ , 42 . I ~ I ~ 1 r - I ~ I ~ ~ ` ~ x ~ ~ ~
_ ~ i . 1 I , ~ CU~ERT ~ 8 48 ~.F OF ~ , I ~ ~ i ~ ~
I ~ STRAW MULCH,W H NYLON y,' 18' R,C.P. ®,2.087 ~ ~ ~ ~ 9'. I r NETTING STAPL !N Pl1(CE I~N~V. iN 319.00`- - - - ~ i ~ _ ~ ~ V A A ~ ~
I ~ ~ ,T ~1~ ~ , ~ ~ ~ 1N CENSER F CITCML1Nf ~ INV. OU 3h 8.0 I ~ I
rSEE RETAIL ~ ~ / ~ ~ i , I I. _ L_ - _ i I V
R _ _ ~ ~ - I i IPRAP Gi£eK--0AFk - ~ ~ ~a.G sc 5o EROSION coN ~koL ! SCETAIL - _ _ ~ ~ ~ . ~ ~ ~
I LINER - S E. DETAIL I ; i i ! ~ _ ~ 326' \ ~ ~ 1 ••~M. .o••.• ~ . ~ ~ .d'~ ~ ` , V i ~ ~
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~,DITCHL ~ % DITCHLINE D2 ~ ~ _ _ f rr j I 1----r_ ~
. ~ 24 - - / i, ~ K ~ ~ ~i- \ ~ \
d i 2 ~ ' ~ ~ I -~-----r ~ ~
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.1-t'.. 1'~f~b~A~Y btv~ ~l U • ~ i I ~ ~.••.•~••^•~t TEMPORARY DIVERSION ~i - - -
STRAW MUL H WITH NY N ~ LO ~~48 ~ ~ i I i ' - ~ ETTING 5?p,P-LED.-lA1.P-b4G€= ~ ~ ~ v ~ ~ \ ~ ~ ~ ~ ~
~ ~ ~ ' TEM~PDRARY SEDIMEN BASIN N022,~~ ~ % ~ I , I IN CENTER !'Of DICFfL4NE ! i ~ ~ ~ ~ ~ i . ~ ~
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- - - - - _ _ _ - _
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. _ 30.0 _ . _ . W _
_ - _ _ _ . - - _ - - - - 330.0
_ - _ ---9~ n
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_ _ - - n y~ _ - ~
X00 - - _ _ - _ 'l ¦ 2.69 _ - _ _ _ .
o _ _ _ _ _ . . 3200
+1.332 _ - - _ _ _ 39 - _ _ _ - _ n
~ - _ CUL4ERT ~aS - 48 l.f: ±;lF
~ _ - - _ _ . _
l = f 3Q)E~:1 t) irdv. ~ 339.fl0 - -
3100 _ _ - _ - _ - _ 310,0
. _
300.0 _ _ - - - , _
300,0
_ _
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12-00 13+00 14+00 15+00 16+00 17+00 18+00 296.0
NO. REVISIONS DATE o9"oo[lo0wo0
o~,o~tµ ~ARO~ r SubdiVIS10 a 8
.E 4v ISSUED FOR BIDDING 5/3/04 o~H~C, SITE TECHNOLOGIES, INC. Pine
ISSUED FOR NCDWQ EXPRESS REVIEW 5,19/04 * vision °a'W"Br DESKiNED BY: iAS Woodland Road (Public Road) SHEET: B
REVISED PER CD Q REVIEW 5/27/04 753 Land Planning & Landscape Architecture N W TownJ~+hi ra Bra Sfie1 N null!e North CarCounty, c )rth Carolina
P.O.Box 1612 Oxford NC 27565
o r Owner: a f t e ton Land Investment o. Inc. e~ o0 919-693-2927 EMAIL, tastall@1o road.net inc. DATE: 4,=3,04 Road Profile Station (12+00 to 16+76.49) OF. 12
~o g ryP. P.O. Box 10 09Raleigh, N 2l 605 SCALE: ~ZOHTU: t'.40' VERR7iC/a.: 1"-4' JOB NUMBER: 0328

I I I i I ! ` ~
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~ i`~"E = _ _ _ 555,341 F~T - - CULVERT X17 - 76 L.F. OF 1 ~ ~ I V ~ ~ ~ ~ ~ X v_ ~v ~ X
' TRAW MuLCti w!TFa N'~? ON 18" R.G.P. ®11.84 i `1 ~VA V 1 ~ ~ , . ~ ~ ~ ~ ~ ~X. ~ ~ ~ ~ ~ . ~ ~ u
' ' NETTING STAPLED ti PLACE INV. IN = 344_.09. _ ~ A
~ ~ ~ IN CENTER OF CiC~~. NE INV. OllT-= S35 0 ~ ~ ~ \ ~ 0 t E ~ ~ 1 -SE~ DETAIL ~ ~ TEMPORARY ~SE IM ~ STRAW'MUL t 62 ~ I ~ ~ , /~STRAW'M~~CH WITH NYL ~ ~ ~ ~ , ~ ~ 1 / ~ ~ ~ 4' ~.(~x~ i~
(/7 iEMFDk,gR~ SfpiM1=NT BASIN N0.24 ~ D EN BASIN N0~5 LI~Ij OF ` ~ QNETTING ST~ ~ ~ ~ _ 23'W x 44'L X 2'D ' ~ ~ . 114'W x 28'L 2'D ~ ~ DISTURBANCE i i / ~ NETT~N(~ STAPLED ~N P A I ~ ~ I ~ ~ ` Y~ ~ A . ,~,~C. x x r i
~ IN CENTER o Q ' ~ WEIR LENGTH: 6' I WEIR LENGTH: A' ~ I , % J ~~SEE D TAI CO E - , 'IN CENTER OF DiCNLIN ~ ~ ~ ~ \ ~ ~ ~ ~ ` ~C, ~ ~ ~ ~
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4 i ~ I ~ ~ 1 ~ ~ _ _ ,
3~ ' ~ DITCHLH~IE 'P2 ~ ~ ~ ~ DITCHLINE ' I ~ ~ ~ ~ ~ 3 1 ~ ~ ~ ~ - - ---3 ---j O ~ I k~~;~ `t < 'k' ~
2 ~ / E'er--' ~ I ,L ~ flXl ~ . ~ / i
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~ ,A.G. SC-1~0 EROSION _ _ _ ~ ~ ~ . 48, V. ~ ' ~ ~ CO~tyTROL LINER -
r` ,r RE..... . ~ ~ ~ ~ Wi TH rH, ~ ~ TEMPORARY SEOiMENT BASIN f1023~ ~ ~ -SEE DETAIL X a i ~Y' i ~
R QUIR ~ ~ C2~w X 44'L X 2 D V ~ e•' L~,MiT OF i D TUN 1 WEIR LEN^TH~ ~~••4'•••. ~ T P r D15TURBANC r i ~ ~ ~ Y 80 ~ ~ X. ,1
I I LA f$ ~ 6 EM ORAR SEDIMENT BASIN ~NQ,26 E ~ i ~`y ~ r h 61 ~ vI V \ T
1 t'W X 22'L X 7D ~ ~ ~ ~ T I ~ ~ ~ ~ ~ STRAW MC~CH WITH NYLCN ~ WEIR LENG H~ a'
~ I I ~ ~ NETTING STAPLED IN PLACE ~J ~ fU ~ ~ ~ ~ ~ ~ ~ ~ `fir' l ~ J ~ ~ / P~
IN CENTER OF DICHLINE RIPRAP ENERGY DISSAPATOR ~ ~ ~ I I -SEE DETAIL CLASS '2' RIPRAP - "I-- ~ ~ ~ ZONE 1 Pof~ARIAN ~$UFFER'
SIZE: 6'W x 15'L x 36" THk ~ 1 1. ` \ . A ~ ~ ~ ~~d y ~ ~ - A ~ ~ ~ ZONE'2 RIPARIAN FF R I'~ ~ ~ Bl~ E
~ I ~ -BARRICADE THIS EN ~ RAN^ ~ ~ ~ ~,r ~ ~E DURING ~~NS~RJ„ ION OVER ENGINEERING FABRIC ~ I ~ -USE WOODLAND, P~~NE VALLEY, AND FORREST ~ I 1,., ~ , ~ ~ ~ x' ~ r. ~ X , ~ ~
I i I ,-r, -SEE DETAIL i ROAD ENTRANCES UJRING CONSTR~~.~~ON I - _
I ~ i I I i ~ I V A ~
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_ . . - _ _
380.0 _ -
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- -
370.0 _ _ - - - sae 30' mcKr of cErrrERUr ~ _ - -
370,0
C !!tiERt1NE PRaFlIE ~
r_ - _ .
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i T2' • - M - T2' , - M
X46` _ INV. 1N = 344.p0
330 0
330,0

321~i 0
3200
10. 0
0+00 1 +00
2+00 3+00 4+00 + 5 00 6+00 7+00 7+00 8+00 10,0
aQncii c 9+00
I 1 1V1 ILL NO. REVISIONS DATE ~~¢oaoaoo
ISSUED FOR Pine Subdivisio, INC. ED OR BIDDING 5/3/04 SITE ISSUED FOR NCDWQ EXPRESS REVIEW 5/19/04 TECHNOLOGIES, 7~3 Land Planning & Landscape .
REVISED P R g Architecture E NCDWQ REVIEW 5/27/04 'Islon DRAWN BY,• T,A.S. SHEET.' 10 DESIGNED BY.• T.A.S. (Public
Br s a sfield Township, ?ranville County, North Caro P. .8 0 ox 1612 Oxford NC 27 Road) 4h Carolina
r, 565 o P~ ~ Owner: a s Felton and Investment Co., In Inc. DATE: 4/23/04
919-693-2927 EMAIL. tastall to?Yr o~ooflo~~ @ oad. net 9 P. O. Box 1 Road Profile Station ( 0 + 00 to 8 + 31-23) OF: 2
009Raleigh, N 27605 SCALE: HORIZONTAL; t'=40' VERMAL 1'¦4' JOB NUMBER: 0328

`I
~ b..
A - - ~ ~ 1.6'
vim. e• ~ s•-0• , ~ j min 9"
r,?v~r srlou~[x min
Wlp'1N s 1 - n(~ ~ SITE DESCRIPTION 0 0 0`~7-' o o~
,~~y,• ~ Filter ~ ~ 0 ~ 0 0 ~ 0 ~ C ~ Q THE SITE IS STEEPLY ROLLING WITH BLUFFS GENERA'~_~Y ,N THE ~9' - 30~ RANGE.
r ~ fabnC ~ I W I ~ C~ - 0`~7'0~0~0(~ ~o~ `~7 ADJACENT PROPERTY
. 1' i1~ I ~ wi _ v~• ~ _ ~ ~ ~I d Q R va• rt. ~ - ~O~(~O~~(~O~o(~0~~~T0
A c o ~ 0 0`~1''0`~'0`~' ~ THE ADJACENT !AND USE IS LOW DENShY RESiGEN~~~AL ANC! AGR;CULTURA~. 0 0 0 0 ~0 3
~r. I Class 1 w B XI O 0 0 C , O PLANNED EROSION AND SEDIMENT CONTROL PRACTICES: I 0 0 0 0 o I 1. TEMPORARY GRAVEL CONSTRUCTION EXIT - PRAr?ICE 6 C6
~ ! ' Erosion Conbd I 0 0 0 0 ~ ~ TEMPORARY GRAVEL CONSTRUCTION EXITS WIL~ BE G~ACE~~` AT THE BEGINNING OF NEW ROAD ENTRANCES INTO SUBDIVISION.
3• f` Stone - 0 0 0 0 2. TEMPORARY SEEDING -PRACTICE 6.10
I Filter ? l 24"max I ~ fabric at center SURFACE STABILIZATION WILL BE ACCOMPLISHED 8r SEED~tv~G wITH APPROPRIATE ANNUAL CovER CROPS AND MULCH AS SPECIRIED iN THE 0 ~ ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON,
5'-0' ~ ' 3. PERMANENT SEEDING -PRACTICE 6.1 ~ PERMANENT STABILIZATION WILL BE ACCOMPLISHED BY SEEDING WITH KENTUCKY 31 TALL FESCUE AT A RATE OF EIGHT POUNDSj1,000 S.F.
LIME, FERTILIZE, AND MULCH PER TEMPORARY SEELINC D,RECTIONS.
Section A-A - - - _ J LENGTH 4. RIPRAP ENERGY DISSAPATOR -PRACTICE 6 4' a --'I PLACE RIPRAP ENERGY DISSAPATOR AT THE GQWNSTREAM END OF THE NEW CULVERT, SIZE ACCORDING TO 7HE DIMENSIONS ON FLAN.
I 'i I Flpun t.6~b Slone d~edc dam-Stone should be placed aver the dwnel banks b keep rear tom cualnp around the dam 5. TEMPORARY SEDIMENT TRAPS -PRACTICE 6.60
PLACE TEMPORARY SEDIMENT TRAPS AS SHOWN TO 'NTERTEPT CON{~ENTRATED FLOWS AND SETTLE SEDIMENT FROM RUNOFF BEFORE BEING
EPTH 1 RELEASED INTO NATURAL DRAINAGE SYSTEM. ~ ~d, 6. TEMPORARY DIVERSION DITCHES PRACTICE 6.20 ? PLACE A 8' WIDE NYLON NETTING OR OTHER ERGSICN ~>~NTROL BJ+NKET OVER CENTER OF THE DITCHL!NES INDICATED ON PLAN AND SECURE
0 0 0 0 0 0 ~o o ~ WITH STAPLES.
0 0 0 0 0 0 ~ 7. TEMPORARY CHANNEL LINING PLACE A 8' WIDE NYLON NETTING OR OTHER EROSION ~C~NTROL 6LANkE? OVER CENTER CF THE DITCHLINES INDICATED ON PLAN AND SECURE
FINER FABRI~ WITH STAPLES. FILTER FABRIC
ANCHOR WITH DOUBLE
OW uF STAPLES AT
4" O.C. SEEDBED PREPARATION
Chisel compacted oreos and spread tapsoli 4 mcnes deep c~-er adaerse so~~l conditions, .f ava~labie. 2. rip the ent;re area to 6 inches deep.
- ~ ~ - WIDTR AS RECUIREC GN PLAN 3. Remove all loose rock, roots, and other obstructions '~eav~g surface resonably smooth and uniform,
~ , ~ , 4. Apply agricultural lime, fertilizer, and superphosphate ,,n~rfs~m~y and mix with soil (see below*0. 5. Continue tillage until o well-pulverized firm, resonabiy umf~~ro Seedbed is prepared 4 to 6 inches deep.
ti• I GRASSED SURFACE -USE TEMPORARY OR 6. Seed on o freshly prepared seedbed and cover seed 'sigh"y with seeding equipment or cultipack after seeding.
PERMANENT LINERS AS REC~UIRED TO ~ ESTABLISH TURF 7. Mulch immediately after seeding and anchor mulch wRr` csp~alt emuison teck or by crimping straw
J mulch Into surface o! soil with a set of discs set strog~t. 8. Inspect all seeded areas and make necessary repairs c~ reseedings witt:n the planting season, .f possible,
If stand should be over 60% damaged, reestablish follaw~ng original I.me, fert~fzer, and seeding rotes. 9, Consult conservation inspector on maintenance treatment and fertiliza6an after permanent cover Is established.
' Apply. Agricultural Limestone - 2 tonsjacre (3 tonsiucre ~n c~ay sods)
:I l 1-11- ~ ~,oP ~ =I i C- ~ - CARRY RIPRAP UP SIDES 2'Ml1v. Eert~i~zer: - I,o00 lbs./acre - ~o-to-IC
- I I - I s~0~' -1 I I=' -i' - I I~~I' TOP Or" BERM OF SPILLWAY Superphosphate - 500 lbs./acre - 207 Mulch - 2 tons/acre -small rain straw 9
:III-l I i-! I I-i ! ' ' ~P~ ~ ~ ~ ~ i I-" - q i ~TT ~ - 1 MIN. ~ _ ~l i ~ ~ ~ ~ = r N ~H „~R N~ , !v~ IN a - I 1=III=11 ~=III=_ , =I I i-! I I-I ~ I-Ili-111 I is==i ' ~o roP ELEV. of Anchor -Asphalt Emulsion - 300 gal.~ocre TOP ELEV. OF STORMWATER ~
6'~ TRENCH AND STAPLE _ _ _ - i - _ _ =i ! I=!', - W - I,-~- ~-III-I ~ -1 i-~-I I i- ~ I-I ~ -i ~ ~ ~-1 1-
AT ~ z" CENTERS ALONG -1 I I_I 11=1 I l~l i 1=1 I ~-l I I=_ I-1 I=1 I l=1 I I-1 I I='~ I I-1 I l=1 I I-~ I I_' _ ~ ~ - - - 1-- - - 1' F ~ r LOOD STORAGE ZONE o , _ ~ ~ ~
1 I I-1 I I-1 I I-1 i I-III-1 ~ I-~ I I-III- -i 11=1 I i-l I I-III-III-III-III-I l 1-i 11=' ~ I ALL EDGES PERMANENT CHANNEL LINER- -i I- - - - ~ I- ~ i=~ - - - - --ITi- i = ' SEDIMENT ST( I ~_I l l_I I i_I I I_I ~ ~_l I I_I I I_I I I_I 11=1 I I-1 I I-1 I I-1 I I-1 ~ I-1 I I-~ ~ ~,-1 ~ I i- sEOI~ENT sTORA~E zorvE ToTA~ BASIti CAPACITY SEEDING SCHEDULE
NORTH AMERICAN GREEN #sc25o III ;III=i I I-1 11=11 I-1 I I=1 I1=1 11=11 ~=1 11=1 I ~~-1 I1=1 I I=1 I I=11 I-111=III=i i 1=11 - - - - - - - - ~ -%r
-I 1=Iii-'I=1 =I~=11- !=i I=,~_ I, & ~~~~o To eE NELD .N PLACE ~~-,,~,,_I~~-~II-1,~_I~~_II~_III-III_ICI-~~1-III1=11I-1~I_~~I,_.,,_III_~~~_ -I it - t i~ -~r- 1 N SHOULDERS, SIDE DITCHES, SLOPES MAX- 31 5 MAX. SEDIMENT DEPT
PRE~-'ARE SOIL AND SEEDBED WITH NAPLES AT 2C" CENT R -111-III VIII-'~!='~!=~1=~=i!=1~=i~1-1~ =I~~=III-Iii=i~'~I ~i=l ~ -I (~-III-III-I I I__I I I_ l u ~ i ~ l i p ~ ~ i~ ~ E S A u 15 -Nov 1 T l l f L N 1 8 g a escue 300 lbs./acre Nov 1 -Mar 1 Toil fescue 300 Ibs /acre
A000Ru~Nu TO SEEDING SCHED. hR~`~~ ~ ' T A~ ~HANNEL ANA ~ BEN ERS INCLUDING APPLICATION OF LIME, DOWN LENGTH OF CHANNEL. MAXIMUM LEVEL OF SEDIMENT C01 MIN. ~5 WASHED ~ Abruzzi rye
~ERTIL~ZER AND SEED BEFORE CLEAN WHEN THIS LEVEL IS REAC F SEDIMENT COLLECTED Mort -Apr 15 Toll fescue 300 Ibs.!acre BYLINE Apr 15 -Jun 30 Hulled Common Burmudagrass 25 Ibs./acre
P~-ACING tiWER. BEVEL IS REACHED Jul 1 -Aug 15 TaU fescue and ^~25 lbs. acre RIPRAP """Browntop Millet 35 Ibs. acre
- - SE~TIOIv THRU Bp ~ ~ Q ~ *""or Sorghum-Sudan Hybrids 30 Ibs./acre N THI`~~~ 8~~~.N , N~ FI~iER SCAM
SLOPES (3:t - 21}
CARRY RIPRAP i~P SIDES OF SPILLWAY SPILLWAY
Mar 1 -Jun 1 Sencea Les~pedeia (scarlf~edj 50 Ibs.jacre
Mar ' -Apr i5} Add tall fescue '~0 Ibs.jacre
4' MIN. Fj~ 3' iMar 1 - ,tun 30) Or odd weeping Lovegrass iQ Ibs.jacre (Mar 1 - uun 1) Or odd Hulled common Burmuaugras., 25 Ibs.~acre
Jun 1 - Sep 1 '""Tall fescue and 120 ~bs.~acre
1' MIN. FREEBOARD I I ~ ' ~ "'"Browntop Millet 35 Ibs ~ocre S ~ **"or Sorghum-Sudan Hybrids 30 Ibs, acre / ~~M~~ Sep 1 - Mor 1 Sericea lespedezo (unhulled, onscaris,edl ?20 Ibs, acre
ANCHOR WITH STAPES , rr P j I & Toll !escue ~ 120 Ibs.~ocre
~,AT 12 c.c. 'A Ex's ti'', ~,A, ~ ~ - _ _ _ # 1 F ~ ~ (Nov 1 -Mar 10 Add Abruzzi rye 25 Ibs, acre 1 RIPRAP y 3' /
~ . ----r-- - - - ~ 0 0 ~ WA H T tit Consult Gonservat;on eng;neer or sole Conservator Service r r -~d,;.cnof mrorroaf~on concerning other alternatives
"';K;° S EE S CNE for vegetation of denuded oreos, The above vegetaf~on rotes ar those which do well under local conditions; other seeding rote combinations are possible.
Temporary -Reseed according to opi~mur^ secse~ aesred permanent ~egetat~on. Do not allow temporary
~ S T ~ F~ 31 •o EC ION T~~R~ BERM AND INTER P~~J~LC~~U~ U~CW cover to grow over 12 inches .n height before mpw~~.g. :•~e•„se 'escue may be shaded out.
SEDIMENT STORAGE 1,SOC ~ 10' x '0~ siGtiT TR~A.NGLE STORAGE 1,800 CUBIC FEET PER DISTt~PE3ED ACRE
~ - !SE DIVERSION DITCHES OR BERti+S AS NECESSARY TO INSURE ALL SEDIMENT
o ~ ~ ~ ~ ~ NOTE, USE DIVERSIO! ~ w=Q LADEN RllNCFF IS ~ RllNCFF IS C~RECTED INTO TEMPORARY SEDIMENT BASINS.
AN~,~NOR NETTING Ln a~~
6 ! REN~H Q; .
EMPORARY LINER- - I
J NORTH AMERICAN GREEN SC15C ~ ~ S ~~c; o
Q' LANKET OR 100 LBS./10D0 S.F. z; ~0 ; e
STR W f~uL~ HELD IN PLACE A " ' ' ~ N ~ o' -
WITH NETTING AS SPECIFI wl E D ~ undrwtbed sak j
I 3 ' _
z ~ I ~ ~rrj ~ ~
ANCHOR WITH STAPLES AT ~ ~ I ~ b• kya, i
36" O.C. A'~~!~NG EDGES .
2G' 2:I Ort~YtlM .____l- e'Mn. / o r~
I 0 - CL_ 1 cRiPRAP 6" T~'i; K LAYER GF
' SECTION A•A ISLE ~E.;T~ON THRU BASIN 6ELOW) 2-3~~ COARSE AGGREGAT ~
I E
o%cnrrr+Onda ~ A I )NVERT PIPE
~ I r~~
MuNumlkadt of 1%tor ~ Ste. r~• FLOW
Tnatbn al 1S kMIlYI11Nfl _ 10~-0" MAX. SPACING ~ ~
i A MIN. 12-~; 2 GA. ~ rR~A ~5 WASHED STONE. A ~
iNTERMECATE WIRES n _ ' 1 l ~ 1" THICK X 3~ HIGH mow Nt sraw,ac Mt,~ , MIN .
~ _ . ? _ 5u' RIuN 5F WAY gwrebnaDike ~ I I / ~ j ~ I j ~
tdtRifl, 144 F,a~~tlC o .N _ _ i I PLAN i
i , 9R _~~;>*l ~ 6~.H ~ I ~ DI C _ r-- 6 --I
- ~ I r PERSPECTIVE VIEW NO SCALE I TYPICAL
r v ~b 'jIOMrIOrI NOTE: `;H UL E . ~ RA L WaY S :~UL R ~ onion-~~ r~ '
' r~',i AREAS TO BE DISTURBED PIPE INV RT ~ 2' MIN. r E
1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND ~ o~ i ~ ~xtST I ,e+r,'ti-}~ 8 ~ ~ HAVE A MIN. OF 6 LINE WIRES WITH 12" STAY SPACING. o ~ ~ ~i?Yy}~~~' y • (CUTjFILLEG, ETC.) ,
MIRIFI 140 FABRIC (OR EQUAL) SHALL BE A MINIMUM OF 32" ~ 1 , r ~ + J y,~, s . y, ~ ' RIPRAP HEADWAU~ ~ COMPACTED Y~ ~ +81~CIfrd F SOIL i sue. y', ~~W
IN WIDTH AND SHALL BE STAPLED OR WIRED TO THE FENCE. 2~~~ COMPAC~E SUBGRA~ r~''~+~~1'~'r?~?'~~-~ ~~r J NATURAL GROUND
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND SHALL BE OF PE ~ ' J•'''I? + ~ ` ~ t s, o ~ e~ u, ~ w L w ~ ~ ~ SF 9.5A I ~ ~ . y tea. k~ ~ r,~~ ~ ~ ay,~, ~ i Y i t I ~pW
THE SELF-FASTENER ANGLE STEEL TYPE. SURFACE COURSE * y ~ J.,~ +y~. ~'ti'i~~. ~ CL. 1 RIPRAP (3' HIGH MIN.1 I I 18" MIN. F
4 WOOD POSTS SHALL BE 6'-0" IN HEIGHT AND 3"-4° IN DIA PAVEMENT ;,R SS SLOPE: ? ~4". FT ~ ~ 4t i~• y, +k'F ~tr ~ WIRE FABRIC SHALL BE FASTENED TO WOOD POST,, WITH NOT CNO~LDER CR SS SLOP. 1 "AFT u iw ~ b, .1~•,, ~ e. I --I - ~ - 5 WASHED STONE -'II- ' I- I - - i # - -I~ I-- - - - ~ I-
LESS THAN ~9 WIRE STAPES 1- t 2" LONG. ~ w , a" ~ ~ `8" C.A.B.C. ON a~' v ~ w / w ,t~w•I. SECTION THR A ~ I_ ~ l U B SIN, FILTER AND CULVERT PIPE I_I I I ! _I 1= = ~I=1 = ~ -
5. INSPECTIONS SHOULD BE MADE AFTER EACH RAINFALL, SEDWEN' COMPACTED '1 k~. ~'w' h I
T ~r DEPCSI S MUST BE REMOVED WHEN THEY REACH A MAXIMIiM C~ SUBGRADE I$OAETAICViEW•(NolbBdM) 1/3 THE HEIGHT OF THE FENCE. - j ~ _ ' I~ I-I - i_ I= I - I- I I- - _I I I-~ - ~ -
~ ~ ~-III - ~ I 1 ~ I-!I - ~-I
1
NO. REVISIONS DATE
Pine Valle Subdivisio ISSUED FOR BIDDING 5/3 '0a OQt SITE TECHNOLOGIES, INC. III ISSUED FOR NCDWO EXPRESS REVIEW 5/:9/Oa * r ` 75? t Land Planning & Landscape Architecture von DRAWN BY. T.A.S.
DESIGNED BY: T AS. 1 1 ..S. Erosion Control Details
P.o.aox 1612 Oxford, NC 27565 Brasfield Township, ranville County, North Caroli Owner: Gary Felton Land Investment Co., Inc. ar lin oa
1C. DATE: 4/23/04 OF: 12
919-693-2927 EMAIL: [e-mail] p, 0. BOX 109, Raleigh; NC 27605
SCALE: AS NOTED JOB NUMBER: 0314

SLOPE AS ~ND~CATED SLOPE A5 ~NDiCA'ED ON PANS ON PUNS
48" FOR 24" CULVERT
60" FOR 36" CULVERT
PACE ;R~?CeE CR
BELL ENG Cc PIPE / TG FACE 'JvA~~
l 2,~ f ~ ~ ~ ~ ~ - i I
z~ I i i
I I ~iawt~ I i ~ d ~ F- i ~d
-F-- ~I i ~ ~ 8~ - ~ ~ I ~ ~ r ~ ~ I ~ I A - / ~ I
I ~ I t I i t I I ~ ! i I "CONC. ~ 3 I z o : PIPE
~ I I~ I ~ 1 I I Zi i 1 ~ ~ li F . ~ _ -rt ---a I ~ I ~ ~o. i a,
I CONC C M WALL i RIpROSm RDIDI 111a0Sm RO~DBEG f ' I I 1 ' ~ G ya . ~ _ I~ ~ o
3 - --l-- - , i Ii i ~ ~ ~ - L L I I J J
~i~~:. ~T~ ~ ter.. Y'. I i ~ ~ 'Ill ~T' ~ J, , J .I _ I ~ ~ ~ .-v . 4 i ~ I ~t ~ ~ 4 ,r REBAR T~ ~ I, ~ ~ ~i ~ ~12„~ #
3 ~3 ~ -1- - ~ ~ I , ~ ~-Y,'~~y~- ~ r fir` ~ .b.; ' ~ ~T r~~~r~~ ~ i ~ r_~.i ~ .I~ r r~r~;'~r i Kr.~,r ~ ~ _ 4 ~ REBAR
, I, ~ I 1 ~ NCP b~ ~ II \r rr l ~i : ~Jr Lr' L I- - - t - gyp' ru, l.- y 7' ,!,rl I(1,~ I A 7 ( P
E115~SmQwgEO ~ „Ir. ~ ~'`-~~l hl ~ 1 ' ~ J ~ ~ VI's )fJ~ i.(!~ ^l!j ! ~..I~,~~~r:. 7 Pte,
~ ~ ~ !r tit ~r I ~ ~tih I ~i<, r, u r ~ , ELEVATION , ~ r ; 4T Y , ` ;,r END ELEVATION
' ~ ~ . ~ ~ ~ .(~R _ ~ (1~5 r~ r ;J ~ - - - - ~i~' '-,J>~.. ,7 i Id - ~ - 3 C +--r ~ -1 ~ r , r J, J lr~ I
l I I ~ I \ ( ~ ~ I rlH EO E4o SECitO ~,r ~ ~ti. ~ ~ 1 J ~ r ~ J ~ Wi END ~ PIPE ~ 1, by ~.,17vI L7~ r y _ ~ _ I ~ _ ? I~ Jar 309 f- rt~ - `h _ _r,, r,,,,,,ll`;y~
i i ,r_<. -;r ~ ~ I ~ ~1~-~ ~a +1 l,~~, 48" FCR 2a" CULVERT - , _ . ry 60" FOR 36" CULVERT
308 ~ --~---r- ~ ~ , ;,+s~.y I ~ ~ a~2m a cw~ t e• m i ~ ' ~ ~ li f j .l~~rr"J Il~". ir~~
,;~''r- ~ COMMON CMENSICNS
.P 300 ~ ~ - ~ ~1 i , ~ ~ / v'+S e Urn,. ~ ~ 7 ~ ~ ~ ~ ~ f1 ~ 1 ~ ~i ~ i
- 30_ rt ~ ~ hr I ~~~-Z ~ ~r i ~ I 2a" I 4'-2" ~ '0"
I ! ~ ~ i I nC ~ ~ i ~ ~ ~ ~ ~ ~ ~ Jf . p ~ i ~ ~ . ° I ~ ~ ~ ~ - 4- 4" 1 1 36 I ~ B° ~ 3 / t L i _ .1
304 l_L~_L ~ - 1- ~ - - ~ r ~ ° ~ -60-5C-a0-30-2C-'C . z~+3C+40+5Ct ~ ' " 6G I ~ ..o, o ~ A t ~ ~ / A ~ I
SCA<_E: ~ RIZ.
LONGI?~DINAL :_~i5`_-SEC''ON CROSS-SEG?ION THROUGH P~~ -4 I II I ,ENERAL NOTES, lON THROUGH Pat _ ~
~ A~~ CGRNERS SHA~~~ >3S C'~AMFEREC OF NAVE A RADIUS Ur I
1 v ~ ~ ~ C~~aSS ~B~ CONCRETE S~A~~L BE C~SEC
~ ~ ~ i
ALA C~~'~_VER' ENCS W~~T~OUT r+~EAC~NAL~S SHAtL SAVE CONCRETE FLAiRED END SECTIONS
PLAN
305 I'-T- - --r- i
I ~ i ~ , I 304 ~ - t---f--~-i--+-~-- - - - ~ .
~ Rpnoseo~~ RoROUC ~ ~ ~ i I i ji
~ fi~
~ 302 s ! ~ --r--~ ~----r -~--rt--~
i ~ ~ I ~ 3 36 I T- - - i ~ ~I i I
~ PRpPOSfA R0.WI n ~ 1 -t-{-' ~ ' p ~ fi ' I- vxovosco pwoe~o ~ 335 ~ - -
1 1 •--t-5i0 SLOPf~ 1 i t ! v _ ~ ~ RO SE R ADB D ~ r -
334
~ ? ~r~ i ~ ,
, 7 _ -1- - _ "I J ~ 7 I.,I J ~ i J r J ~ r~_ r~ , ~ ~ l ~ 3 J--~--1-+-~ ,'rF-1 r~l" rl ~ I ~ r~~,~ 32 I I I ~
Fns m+f{we[o ' I ~ ~ i I ~ 'rd'. [ ~ r~ ~r Iii ~ ~ i~ . 1~ ~ t, I ~ ~ ~ ~ r ,-J ;I;.1 'I ~ ~ . ~ .J~ T
296r-- - - - - y~ ri~1 it r"r.1,,1 !L' ~'~ti ~ J I - i ~5 a it h - .~,~rN i ,y .l , 331 ~ it ~ 'r ; ~ ~ ~ ~ r I~ .
r i ~ ~ ~ ~L 29` -t--~- - - - ~ ~ r ~ ~ rlN eo tNO seer a ih~ ~=~i- ti ~ r J I -n ~hJ~ ~ ' ~.I l~~n r~~ J~~~ 330 - -I--~', r,., r= ~r ~ ~iY ~ ~ ~
~ oo P P,Pe- I I ~J ~ r r ~1 , 4 ~ - ~ ~ , ~ 1~ 1, r ,a~ r ~ r F_ - 1 i i l 29 ; - i -4: ~ I _ - ~ 1 ! , .!r I ! 328 ~ - r I lr~. i I
29, _ ~ ~ 1 J 1.+,_-r, J i - K~, f 1! T ~l, r'I , Irv I r r~ + r ~ ~ i 1li~ :.F;r~~~,rl `~:~i3f G 327 + --C~-1
. ,'d ~ ,~I,-x~_u, .u . ~ ~ ~ I
292 - ~ ~ ~J-~,c~;!' ~ ~ , -i,; ~ ~ ~ i ~ i zr~ ~ I j~,~;;~ ~~r~ ~J~ 326 ~ - ,_y3 ~ ~ I
29, L_Y I - - I ~ ~ ~ ~ \ / 325 / oo „ '
i~ 29C j-' - ~-±--t-+ t-- , ~ ~ rro a r-w.naismcwao ~ 324
i i ' ~ i i i i II
289 „ to 323 ~ ' mur a cui r oar ~ i I
SCALE: ~ =4C' NC:R:Z. 1 °=4' VcRT 1 " = a' 322 I wr u
~ONGTUDINAL CROSS-SECPON CROSS-SEC?i0N THROUGH PII i 321 f--- ,i ON THROUGH PIPE ~ ~ i ~ ! ~ NOATE~ THIS C~ LVER~AiS PREP~A„ N~
i I ~ ~ CULVERT HA S LED 320 - ~ -~-~---r-- 1 NO ACCURATE CREEK CROSS-SEC'wN
~ ~ ~ ~ CAN BE DRAWN FOR THIS
I 319 -i--L-1-----' INSTACLaTION. -60-50-40-30-20-10 ~ +10+20+30+40+50+60 ~
SCALE: 1 "=40' HORQ '
LONGITUDINAL CROSS-SECTION CROSS-SECTION THROUGH PIPE
'20 ^I i
319 ~
i i
3'•8 - ' f
~
j rF' - 3 ~ r-- i
veovoseo Muoxo
315, --I- ~=;'~u - ~ ~ ~ ~ -~~r ~;?y l,_,,, ¢a -j,l,r~ ~rl !;r
314 r ' ti~r~~ 1' f~ , rte., ' (+~i`l ~ r ! ,,`-!iT'~r ~_!ti!i ~'~1>~y 1 r ~j~ry ~ r U~r I r( ~ r~
313 ~ ~ - `I'` `'~1~7~7±c, ~ "'~~l;i h rr~ !'r r f~j,. ~ r-~~ ,L~' r1~t-
~ At? 2uc A , !r.;; ~r ir~~1~ r I, ~ ~ !~'+1.~,~_,r L 1?' T~ ~4. l rr. ~ rr ! i ! r ~ I I r ¦ . ea f 1" ~ ~ ?`r ! t r r ~ ~ti r , r ! N~ r t lr. 3 2 1af~~f~~rr'~r~r~.R~,, ~"s (~`y1111~1f ~ -`rr~1 j,~~,`71 r,>~~~-J ~''_h~~
n ~ rL:, ~7 ;~~I~(~ ~.:1? 1 ;~!'^,!~~lti `~r T\1~,~ ;1 f~:,( L\. 1i`~1 7i,~_ ti
311 ~ !~~',~r ~r~;~~l.r ~j~~~lJ-/Thy ' r~>~ i 1, tl~-~~""'~ti !;~~y~1 1~~~,7 i~~1y,r'Yi~~li~ ;~,rl(r~l r.,!fti~! ,lr7 1! _y,- ti : rum! t~ L la~,~ r~.llr f,_ ~ c~ ' ~jT ;rC
310 ~ ,~l =iTf'~ ~1~-~y'~hllir l~N~- r l r ~ i!1l`-`T-1.1.~!~'_-~Ty~•- v~ uo ~r =''~7L~iJ~r rl~~,~t~1.~.~f,l~ ~l~(y~.('r ;.1~~ r,l:T.i(rL 1'~-.~~I.L:,rl;r~u
I oo arc .il,~„ ~f, ~j;, 1 ! ~ + I :it~`l~- _,vS'1 309 - i~~~;i~i~,~`~ir~~T~l f- ~ . 7 ~ ~
r ~ ~r
308 ~~~i1.~ ; i( i . ! ~ ` ~ ~ rart a ati t• ' r ,~,~11. ~ ~ ~ Sri ~
307 ~ - ,d , ''~~~,II~~' ~ ' r
W~ 4 30b ~ ~ a
~ ~ D 4 ~ I p JD ~ J p ~ c 305 o ,
~ a ~ o> °T
a U 4 O~ v T. 4 -60-50-40-30-20-10 ~ +10+10+30+40+50+60 r,°Q ° `a
SCALE: 1 "=40' HORiZ.
1"=4 VERL 1" - 4' LONGITUDINAL CRCSS-SECTION CROSS-SECTION THROUGH PIPE
NO. REVISIONS GATE coo>. DRAWN BY.- TJLS.
SSUEO FOR BIDDING 5-3,04 ~.c-,.;9 SITE TECHNOLOGIES, ?NC. Pine Valle yrai
Subdivisio a' ISSUED FOR EXPRESS REVIEW 5/19i04 sion 2
753 Land Planning & Landscape Architecture Brassfield Township, v ille County, North Carol t r ' tr t DESIGNED BY. T.A.S. SHEET.' 1 h Carolina DATE. 4/23/04 Erosion Control Details OF: 12
P.O.sox 1612 Oxford, NC 27565 Owner: Gary Felton Land Investment Co., Inc.
In c
919-693-2927 EMAIL: [e-mail] P.O. BOX 109, Raleigh, NC 27605 A ~ o SCALE: AS NOTED JOB NUMBER: 0314

I ' ~ ~ ~
/ V~~- / I l ` ~ ~ X ~ J \ 1
/ / ~ ~ ,
i i ~ ~ ; I f ~ ~ ) ~ ~ ~ ~ i VA ~
1 ~ i ~ ~ , / ~ X , i ~ ~ V~ ~ ~ 1 j t \ V I , ~ ~
i ~ i i LOT 4 r' V ~
! ~ ~ , ~ i . , I ~ . ~
o , i ~ `C X
/ ~ I \ ~ X I / ~ ~ O
I X ~ u ~ ~x x ~ a ~
v ~ 1 1
. ~ I ~ x k ~ ~ - ~
i i x A ~ ~ .Y~
I , ~ j - G ~ I ` 1 ` ~ r 1 ~1 ~ x 1 1 _ ~ ~ ~ \ Y
~ I'
F Cpl TuR ~ ~ ~ ~ j
uRN wlr , _ _ 58,3421 yFT V I ~ ~ _ ' NE ~ CULVERT x+17 - 76 L.F. OF \ ~ ~ i LOT 5 ~ ~ ~
I _ - i ~ 18" R.C.P. ®11.849; ~ ^ \ \ \ 1 r T~AVd MULCH WITH NYLON ~ .X ~ ~ f ~ ~ BLOCK C ~l'~, vC ~ ~ ~
~ INV. IN = 344.OQ - ~ ~ ~ NETTING STAPLED IN PLACE - ~ i V ~ j ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ k ~ V ,V x ' ~ ~ _ ~
-0 ! ~ IN CENTER OF DICHLINE INV.~11T-~- 335.0 ~ ~ ~ \ ~ , STRAW~'MULCH W ' - i I ~ ~ ~ 1 ~ ~NETTINd STAPLED i -SEE DETAIL TEMPORARY ~,SEDIMENI`< BASIN N0. 5 LI~~ OF j -STRAW~'MULCH WITH NYt,ON ~ I f~ ~ ~ ' ` \ ~ ~ ~ ~ r ~ ~ TTIN TAPLED IN PLACE \ NE d S ~ ~ 'k
_ _ _ -IEMP.ORAR~' SEt'~MENT BASIN N0.24 ~ - ~ ~ ~ ~ I ~ ti y 'IN CENTjER OF D ~ ~ ' Z ~ - - 23'W X 44'L X 2'D ' ~ 14'W X 28'L 'J( 2'D DISTUvRBANCE ~ I , j SEE D~TAIL IN CENTiER OF DICHUNE ~ l ~ ~ ~ , ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ ' ~ J i ~ ~ ~ SEE D TAIL ~ ~ : ~ k ~ ~ ~ /
1 WEIR LENGTH: A V ) ~ / WEIR LENGTH 6 ~ ~ - , ~ ~ , A ,i ~ ~ ~C ~ V / 1 i ~ A X ~ ~
' j ~ _ .•.u... ~
:o ~ .TTY I . \ .1.•.... ------t 354 ~
O o ~;......1. • ~ 3
~ ~ ' ~ ' ~~'-3 ~ / / N 2 i • # - ~ ~ \ ~ .k~ -x x ~~A \ ~ n ~ ~ ~ h~ ~ h x
f . ~ - ~ IiCH NE ~ ~ t ~ k ~ ~ v ~ rjy, ~ • ~ x
~ o , ~ _ ~ ~ ~ ~
~ ~ t.b ~ .~°'GD. / ~ ~ DITCHLINE ' ~ ~ ~ f i _L
4 _ ~ ~ DITCHCINE 'P2 ~ 3 - - --3 ~---3 --3'' ,~`a, ~ ~ 1 3~ E==-- " ~ ~ ;KT
~ ~ ~ Y ~
f ` 3 ~ ~ IJ ~ ~ ~
TRA " / ~ ~ ~ - ~ l
\ \ Z k'. ~ -1 0 R SIGN ~ / _ - ~ i~ i ~ ~ x ~ ~ i ~ ~ ~ ~ ~ r ~ ~ V ~ ~ ~ A ~ T , t \ /
I 0~ ~ ~ ~ ~ ~ ~ ~ u~ x ~f~'~ ~ ~ ~ 1 I
WI FUT RE • TEMPORARY SEDIMENT BASIN N0 23~ ~ SEE DETAIL LIMIT OF ~ ~ ~ R TH TH ~ ' 22'W X 44'L X 2'D V DISTURBANCE i ~ ~ + ~ 7 ~ ~ ~ i i
QU~R p r TEMPORARY SEDIMENT BASIN "NQ,26 i lU ~ ~ WEIR LENGTH: 6' Lq E i \ \ P il'W X 22'L X 2'D /i ~ ~ F--~
~ I ~ ~ ~ ~ , ~ WEIR LENGTH: 4' ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ t ZONE 1 RI~ARiAN SUFFER' ~ ~i ~ fU ~i~
' STRAW MULCH WITH NYLON ~ ~ ~ NETTING STAPLED IN PLACE ~ V ~ _ ~ ~ ~ ~ ~ ~ ~`t A \ ~ ~
i IN CENTER OF DICHLINE RIPRAP ENERGY DISSAPATOR , , - J , ~ ~ I e \ ~ ~ ' ZONE ~ 2 RIPA~IAN BUIfFER
! -SEfi DETAIL ~ CLASS '2' RIPRAP ~ _ SIZE: 6'W X 15'L X 36" THK. ~ 1 I ~ ~ ~ ~ ~ ~ r \ ~ ~i 1 A ~
I BARRICADE THIS ENTRANCE DURING CONSTRUCTION OVER ENGINEERING FABRIC i I ~ ~ ~ ~ ~ ~
-USE WOODLAND, PINE VALLEY, AND FORREST -SEE DETAIL - _ _ _ ~ ROAD ENTRANCES DllRING CONSTRUCTION _ ~ A
1 ~ ~ ~
SILT FENCE AT f TOE OF SLOPE i ~ ~ ~'~i ~k ~ ~ i ~ A ~ ~ \ ~ \ \
I \ ~ ~y
I ~ - ~ ,~I ~ ~ _ ~ 1
, ~ i k;
~ 1 ~ x ~ i ~ i
~
~ - ~ 1"~
~ ~ ' - ~ ( ~ ~ ~ \ ~ 1
~ ~ ~ - ~ ~ ~ >CxX~, ~ , ~X, ~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ I ~ ~ ~
_ ~ 390.0

0 ~ -
_ _ _ - - -
_ _ _ r _ _ 80 _ 3 0
380,0 . _ , _ _ - - _ _ . _ _ _
r- - ~ - - - - _ .
. . .3a mG oF' cEtritxUd~ . 0 _ _ _ _ _ - - _ _ 0. _ ,
_ _ - _ - PROFILE
_ _ _
_ _ _ _ - _ _ _ ~ + _ _ _ _ _ _
_ _ ~ ' _ _ _ _ _ _ _ _ 360.0
3600 _ . _ _ _ _ _ - _ - - _ ; CEt+f~ERLit~1~ROFILE

_
_ -
- _ _ _ - _ - _ _ _ _ _ 0
- - 500 ~ _ _ y 50.
_ _ r 6~ i ~ .
M _ "4. ~
- ,
_ _ \ - . d _
~e ~ _ _ _ _ ~ - - - ~Z - - - - _ - - - 40
_ - _ _ _ _ 340,0 _ , _ _ - 0
_ - - ~ . _ _ _ _ - _ .
_ - y curuE~T #i~ - ~a L:F: of _ _ ~ _ - - ~ , r~
- - _ - -
_ _ IrJV. I~. _ -~aa.w
- -
3300 _ _ 330,0
_ - - -
- - _ _
- - _ _ 3200. _ _ _ 320,0
_ - 100
7+00 8+00 9+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
NO. REVISIONS DATE a~owovu CAR DRAWN BY. TAS.
ISSUED FOR B1ooINC 5,3,04 ~;.°vCAR sc....~ SITE TECHNOLOGIES, INC.
Pine Valle Subdivisioi tslon ' DESIGNED BY. TAS. (Public Road) SHEET: 10
ISSUED FOR "`o`"° EXPRESS REVIEW 5/19i04 . ~ ;s, a . Land Planning & Landscape Architecture Brassfield Township, ranville County, North Caro P.o.eox 1612 Oxford, NC 27565 Owner: G8ry Felton Land Investment Co., Inc. rth Carolina
DATE: 4/23/04 Road 12 Profile Station ( 0 + 00 to 8 + 31-23) OF:
Inc.
wog _ ~ sus-ssa-2sv EMAIL: [e-mail] P. p. Box 10809, Raleigh, NC 27605 HORIZONTAL 1'•40' JOB NUMBER: 0328 SCALE: VERTICAL t :4

i
Fk rst
~h 8F
o,, Robert Ellington ~
BPS ~ .NOTE: ~ Zonin R - 3 9 war 1 LANDS ~ 140 r
Y R ~Q ' TOPOGRAPHIC AND CENTERLINE DATA -FROM SURVEY CONDUCTED BY JAMES R. WILSON, REGISTERED LAND SURVE 0 T F R H CAROLINA AND CITY OF CREEDMOOR. hP RDUP
2. ALL CONSTRUCTION SHALL BE TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE S ATE 0 NO T TRUCTION SHOWN ON THESE PLANS. ~ i 3. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSF PAVEMEN OR FACE OF CURB UNLESS OTHERWISE NOTED. t MAY ae~ 2 0 200
4. ALL DIMENSIONS AND STAKING POINT LOCATIONS ARE TO THE EDGE 0 L ~ R , lIIAI' ~ ~ 4
5. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH Tr~E CITY OF CREEDMOOR SUBDNISION ORDINANCE SHALL BE IMMEDIATELY - „ , ; i ~ L ~ ~ ~ ~ A usrMENT. Lot 1 7, 8k. 13 0 ~ . . ! rr a' sr c , REPORTED TO THE LANDSCAPE ARCHITECT FOR DJ WA ~U~~
H WN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY' THE LOCATIONS OF ALL ~ u _ 1t4JM 6. LOCATIONS FOR EXISTING UTILITIES S 0 Fine Valle SUb d. ~ _ UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO SAME. y - " H. L. Whitfield Heirs C ~K ~N
AT A L TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR THE PROTECTION OF THE SITE. - x ~ ~ ~ ~ , 7. THE CONTRACTOR SHALL L P V M NT STRUCTURE SATISFIES THE APPROVED DESIGN. Zoning R 3 ~ ~ ~ ~ ~ j ~ ~ f RD R1. 56 ~ ~ Zoning R - 2 ,5 ~ ~
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING VERIFICATION CERTIFYING THAT THE A E E PAVEMENT THICKNESS BY TYPE. A CERTIFIED ~ o+ THE CERTIFICATION MUST INCLUDE CORE LOCATIONS, SUBGRADE, BASE AND PAVEMENT DENSITY, AND BASE AND o / ~ r ~ ~ ~
T I Y A PROFESSIONAL ENGINEER IS REQUIRED, 88k~ t / ~ ~ ~ REPOR S GNED B ~ r~ Y W
9, CALL NORTH CAROLINA ONE CALL CENTER (NCOCC) 1-800-632-4949 BEFORE DIGGING. W ~ a ry \ ~ ~ ~ ~j~ 10. SHADED AREAS SHOWN ADJACENT TO STREAMS AND PONDS ARE RIPARIAN BUFFERS PROTECTED BY THE NORTH CAROLINA DIVISION OF WATER QUALITY (NCDWO) ~ ~ ~ / ^D ~4 e
ZONE ~ RIPARAIN BUFFERS EXTEND FROM THE TOP OF THE STREAM CHANNEL FOR a DISTANCE OF 30' PERPINDICULAR TO THE CHANNEL ZONE I IS TO BE AN A _ v A SR
AREA OF UNDISTURBED FOREST VEGETATION. NO TRACKED OR WHEELED EQUIPMENT IS ALLOWED IN ZONE 1 EXCEPT AT STREAM CROSSINGS DESIGNED AND APPROVED a ~ ~ ~ ~ ~ ~ ~ r ~ " PER THESE PLANS. xS0 i ~ ~ ~ ~~p ~ o ~ 0
T EDGE OF ZONE 1 RIPARIAN BUFFERS. THE COMBINED MINIMUM WIDTH OF ZONES 1 AND 2 o f o i ZONE ~ RIPARIAN BUFFERS EXTEND FOR A DISTANCE OF 20' FROM HE T MAY B MANAGED TO M'~NIMIZE SHADING ON ADJACENT LAND OUTSIDE i ~ 87k~ ~ i / ~ ~ w _ ~
A N ALL SIDES OF A WATER BODY. ZONE 2 IS TO REMAIN FOREST VEGATION BU E ~ o ~ ~ A 1 SH L~ 8E 50 0 OF THE RIPARIAN AREA IF THE WATER QUALITY FUNCTION OF THE RIPARIAN BUFFER AREA IS NOT COMPROMISED. NO STURCTURES ARE TO ENCROACH INTO ZONEt ~ r ~ ~ k~ \ ~ :
OR ZONE 2 RIPARIAN BUFFERS WITH THE EXCEPTION OF ROAD CROSSINGS APPROVED BY NCDWO AS SHOWN ON THESE PLANS. A ~ ~ ~ ~ ~ \ ~ 4 .
~ ~ A o °p~~a ' \ ~
CONSTRUCTION SEQUENCE: ~ ~ ~
~ ° ' p ~ ~ \ ~ ~ ~ . ~ ~ iii ~ , ~ \ ~ /e/, ~ ~ S ~
~~V ~ 1 ~ A ~ q i. OBTAIN A GRADING PERMIT. 7 AN VEGETATION NECESSARY TO GAIN ACCESS TO ~ ~ ~ ~ ~ ~ + L ~ ~ ~ ~i/i ~ kg I ~ ~ ~ ?
N. BASINS CLEARING ONLY THE TREES D ~ J 2. INSTALL GRAVEL CONSTRUCTION EXITS, CULVERTS, AND TEMPORARY SEDIME
THESE LOCAT~ONS. ~ _ i ~ T ~ IV R I NS AND DIRECTING RUNOFF TO INSTALLEC TEMPORARY SEDIMENT BASINS i 3. CLEAR AND GRUB TREES AND VEGETATION AS SHOWN ON PLAN, INSTALLING EMPORAR(D E SO ~ ~f!/ i~ ~ - ~ ~i ~ ~ !j. i ~ ~1 ~ a
TO DIVERT RUNOFF AWAY FROM NEWLY GRUBBED AND GRADED AREAS UNTIL DITCHLINES ARE ~ x, oo.f I, ° ~ ~ ~ AS THE WORK PROGRESSES INTO SITE. TEMPORARY DIVERSIONS ARE ~ ARv DIVERSION DITCHES IMMEDIATELY TO PREVENT UNNECESSARY EROSION, i ~ v 36 I ~ ' r / 0,4' ~ o P, - ~ ~ ~ ~ no o sca e
T' Y TA I I D WITH VEGETATION. SEED AND MULCH TEMPOR ~ 1 ADEQUA E~ S B L ZE 4 GRADE SITE AS SHOWN ON PLAN/PROFILE SHEETS FOR EACH ROAD. STABILIZE ROAD BED AND DITCHES WITH ROAD BASE GRAVEL AND TEMPORARY/PERMANENT SEEDING ~ ~ ~ ~ A ~ ; , ~ ~ ~ o icini a ~ , i,..~ ~
Vu' SHOWN AND VEGETATE DISTURBED i 1 ~ ~ AND PLACE RIPRAP ENERGY DISSAPATORS AT CULVERTS AS WORK PROGRESSES INTO SITE. PLACE EROSION CONTROL DE ~ES AS _ ~ ~ I / _ ~ ~ ~ ~ ~ i. ~ ti ~ / i ,y0 i
SLOPES IMMEDIATELY. ~ ~ ~ ~ ~ ~,r ~~k R A CAN BE PLANTED OR OTHERWISE PROTECTED WITH GROUND COVER, DEVICES, OR STRUCTURES _ o -~"O ~ ~ ~1 / ~ ~i ~ I ~ t i; 1 i - ~o
N~~E PHASE CONSTRUCTION OPERATION SO THAT DISTURBED A E S RKING DAYS. XI 40 _ SUFFICIENT TO RESTRAIN EROSION WITHIN 15 WO ~ MAI T NANCE ARE TO 9 - AN N E 4 ~ i ~ A , I / /i ~ ~ ~ ~ ~ ~ ~ j i j ~ ~ ~ ~ \ I
~ R PAIR D ~ o AFL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND Ar ER ALL RAINFALL EVENTS. NEEDEC E ~ I ~ f i, MADE IMMEDIATELY.
~ 0~ p i. ~ f ~ ~ Oi~"J X~
- IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE ~ TR PLAN THE PERSON RESPONSIBLE fOR THE LAND DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION. ' ' ~ ~ ~ ° ~ OF THE APPROVED EROSION CON OL _ ' - ~ ~''/;i',%, S ¢ i to ~
~ ti ~ k 4p - iF THE PERSON RESPONSIBLE FOR THE DISTURBANCE FAILS TO TAKE INITIATIVE TO KEEP SOIL AND DEBRIS ON SITE, ENFORCEMENT ACTION MAY BE TAKEN AGAINST ~ A ~ _ _ S ~ i , / i., , / ~ ~ Oi/ ~ ~ ~ /j " ~ b ' /
- R ER ISSUED. / V ~ ~ ~ ' ~ po 94 ~ T R YOKED AND OR A STOP WORK 0 D ~ Th~ S1iE AND THE GRADING PERMI E ~ x ~ _ ~ f ~ V ~ 94 6 ~ s ~ ~ ,i
T ' D AREAS. / ~ ~ ~ t,__ j ~ - 6. WHEN CONSTRUCTION IS COMPLETE, PREMANENTLY STABILIZE ALL DIS URBE ~ ~ i,,~l, ~ ~ ~ s i ~ - y
r ~T P R Y R ION CONTROL DEVICES ANG INSTALL PERMANENT VEGETATION IN THEIR PLACE. / I \ ~ ~ _ ~ p ~ ~ ~ ? AFTER ~ HE S~ ~ E IS FULLY STABILIZED, REMOVE ALL TEM 0 AR E OS _ ~r1 ~ 1 AR AN F FOR A FINAL INSPECTION WITH THE EROSION CONTROL INSPECTER- ~ ~ ~ XI R G_ !l ~ f~ o ~ / i 6 ~ ; ~ Ij o 1
~ / ~ i ~ N ; 1 7 . ~ , ~ , ,X
w., ~ ~ x ~ ~ r ~ ~ , ~ 95 ~ ~ ~ ~ ~ ~ 95 ~ ~ , . - ~ ~ ~ ; ~~~i d
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Ch•N10'00'tYE ~1 ~ e oY ~ O ~ ~ I ~ ~'~~8 ~
/Lq' s ~ ~S ~ ~ ~ 1 _ ~ P \ ~ ~ ` v' ~ / ~
B J( ~t ~ 4 X 9 ~ ~ ~ ~ ~ ~ % James E. Beck
,v A 80 ~r ~ ~ 1 ~ o+ ~ \ o ~ ~ ~ ~ , ~ ~r i 1~ ~
- ~~1 ~ w ~ S° 0 1 4p ~ _ _ , ~ 1 a _ Zoning R 2 ~ O ~ ~ ~ ~ ~ d Jt
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fox ~ ~ ~ 4° i i 6 ' i 20 p I _ ~ 11 0
_ ~ ~ . - r - ~ . _ i ti ~ , q ~ _ _ _ ~ ~ ~ 75 , - ~ , ~ APPROXIMATE IJMIT 1,
Lot 1 & 2, Bk. C ~ ~ _ _ _ - .#a J" , ~ ~ - ~ 40x3G 4 ; ~ o I - OF WETLAND
P Pine Valley Sub d. _ ~ I i ~ ~ % \ i < ~ ' ~ - i r' % K 370.., ~ N ~ V 1 ~ ? . a v
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~ N Zonin R - 3 ~ ~ o ~ _ = 9 - 7, o . ~ ~ ~ 52 ~ ~
P. 0. Box 10809 ~ ~ M ' i~~ i ~ ~ ~ _ _ I i I a X50 ~ ~ 'i; X
Ralei h, NC 27605 ~ , ~ ~ _ 9 / ~~1 1 ~ Y~ . ~ . ~o
„i j' 919-868-3559 ~ " ` i x
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f n 1 rv r I,", ro osed R W s 50 Pro essio a Land Su e o P y ~ ~ ~ ~ a
- Lo = - ~ t size 14,520 S. Ft. or I r P. 0. Box 455 Creedmoor, NC 27522 ~ , q age r i o ~ o ~ u . ; ) I o' ~ ,
i I i
919-528-3184 EMAIL. 'wsurve ix.neicom.com 1 Y , ~ ~
%~o I I ! "e~~ i ~ ~ ~ ' _ ~ . i ~ . y
~poouuuuudpp~ y ~ ~ ~ ~ . . ~ y y ! ' ' ~ y ~ i ; ~ w ~ ~
,~oo~~N CARp~~~goo I r i ~i - - ~ ~ ~ u.
~,0~0 ~ttss~~ tiq ~ ~ 6' James E. Beck ~ y- ~ ~ . .
g ~ ~ g ~ SEAL 0 g ~ I ~ u Zoning R - 2 ~ ~ ~
~ L-2452 $ ~ ~ ~ r ~ ~ a
o ~ 350 ao ~ °ooo~~ o~ooo° ~ 50 0 50 100 150 200 X50 X50 ~ ~
o ~,s z ~ k ~ ~ Y
~D ~ 06a~~ PO?I~~ ~Sta, - . Scale~~ 1" - 100`
a ~ ~ y
NO. REVISIONS GATE o ¦ ¦ DRAWN BY.T.A.S.
SHEET:
EG FOR BIDDING 5/3/04 Subdivisi( `pRSITE TECHNOLOGIES, INC. Pine. VallYra, vislon DESIGNED BY: TAS. Sketch Subdivision an V h Carolina
5`UE° FOR "C°"'° EXPRESS `ER"""""` 5i19i04 . r'46 Asa ~ . Land Planning & Landscape Architecture Bf3SSf1@Id TOWnShip, 1 ort ~
V111@ County, North Ca P.o.sox 1612 oxford, NC 27565 Owner: Ga Felton Land Investment Co., Inc. DATE: 10/2/03 OF: 12
. Inc.
919-693-2927 EMAIL:. [e-mail] P.O. BOX 1009, Raleigh, NC 27605 , JOB NUMBER: 0328 SCALE: t'-too
WOMAN 0 MOM

LEVEL SPREADER r •i ~ I I ~r ~ ~ , ' I ' t ~ I ~ ' ? i ~ I I ~ I I I ' i
t 1~ I ~ I I i i 1 I I j MIN LENGIIti: 16 t ; ~ ' ~ ~ t ~ ~ ~ ~ ~ ' ~-I-+ r ' 1 I ~ I I_ ~I i ~-i - t ~ ~ I i~ ~
-SEE ETAIL f ' ~ I ~ ~I ~ I ~ ~ I ~I ~I~ ~ ~ rr ~ r ~ I ~
~ ~l ' r : F, ~ ~ ~ LE.VEC SPREADER - - - _ ~ \ i ~ i- r ~ I i ~ _ 1 + I--! ~t ~
~I f ~ I ' ~ ~ t ~ ~ MIN. ENG : '1 U RIPRAP NERGY D~SSAPAT~R , ~ ~ ~ ~ ~ , ~ _ _ _ ` ' ~ ST~'AW. MULCH WITH NYLON~~ . ~ ~ ~ ; ~ ; ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ - - ~ ~ I ~ A - - ~ NETTING~T LED IN PLACE ~ ~ f ~ ~ - 9P I -l r-r-~~_ I ~ \
I i ~ S All - ~ CLASS 18' RIPRAP ~ ~ i , I ~ - 7 ~ r IN NT R ~ IT H IN ~ ~ ~ ~I ~ i i ~ I-( i , CE E Df,DCLE I ,i ~i
SI E: 6'W x 9'L X 24" r K. 1 ~ i _ , ~OvfR ENGINEERI FA IC , ~ y~M H - ! ~ - -SEE DC~A1L _ ~ ~ I ~ j ! ~ 1 ~ f L ~ i ! I
- EE All ULChyWtT T~IYCOIT- f ~ ~ •~'NETTI ybTJCPLED IN _ ~ ~ I~ ( i ~ I TAMP RARY S IMENT BASIN N0.4 ~ ~ ~ ~ i 1 , ~ ~ , I ~ ~ ~ 19'W X 38'L X 2'D ~ ti.. ~ I I ~ ~ I
~ ~ ~ I LATER S1F-OtTCtitiNE' _ - ~ 1 ~ ,.r -SE All ~ _ ~ ~ A WEIR LENGTH: 4' tir'••. ' ' ~ ~ ~ I ~ ~ ~ I ~ ~ i !
1 ~ / ~ ~ ~ TEMPORARY SEDIMENT ~ASIN O.l ~ ~ - - ~ ~ ~ .
• IPRA =Cl'iECK DAM r 16'W x 32'L ,x 2 D~ LNN~~ ` - 0 ~ \ \ \ ` -
~ ~ EI LENGTH: 4 - ..Q~ ~ f ~ ~ - \ _
C--- N1••N TEMPORARY SEOIAiENT BASIN 2 ~ ~ ~ I ~ ~ ~ ~ ~ ~ ZONE 1 RIPARIAN BUFFER ~ A
I . STRAW MULCH WITH NYLON 15'w 30'L x 2 D , r ~ ~ ' C'r;1LVERT ~3 - 4 L.F. OF LEVELS EADER ~ J~ '~tlC~j~y ~ 18" R.C.P. 1.563 ~ . _ ~ MIN. LEItl TH~, 10' NE 2 RIPARIAN B FER
NETTING STAPLED 1N PLACE WEI LENGT~I: 4' / IN CENTER OF D]TCHLINE ~ ' ~ ~ ~ ~ , ~ ~.f,•~~ INV. IN X28.00 ~ ~ -SEE DETA ~
-SEE DETAIL ~ ~ ~ i f ~ ~ ,i i/ i, ' AINV. OUT = 3 .2 ~
/~j// i l/, / ~ ~ ~ / f \ ~ ~ •
iDITCHI~(N ~ \ % E_t / j ~ ~ p V~ ~ RIPtRAP ENERGY DISSAPATOR ~ ~ i ~ Q ~ CLA~S A RIPRAP
i / ~ ~ ~ ~ ~ • : IZE ~ W X 9'L X 18" THK. ~ '~y ,r ~ ~ OVER GINEERING FABRIC i ~ -
AT R ~ % RIPRAP ENERGY DISSAP 0 ~r j ! ~ ~ -SEED 7AIL _
CLASS 'A~ RIPRAP / ~ SIZE: 6'W x 9'L x 18" THK- I ~ ~ •
1 t OVER ENGINEERING FABRIC DtTGN~ ? ~ r•..... ....~tF.N ~ A / / J 1 ~ /
-SEE DETAIL i ; /TEMPbRAI2 ~ i , r \ y
MP RA Y1 IMENT A IN N 3 ~ ~ Tf 0 ~ SED B S A LIMIT OF ~ -'t 1'W X~22'L x 2'D ~ DISTURBANC ~ ~ ? I / ~ V••.. ~ •h J . • /
~ E ~4CN'~ , ~ wFyR~LENGT 4' I / ~ ~ 1 •y... 1 ••4' •••i, ~ I
1 ~ / ~ ~
\~E ~ Q MULC wITH NYL ~ , ~ • i
STRAW MULCH WITH NYLON i ~~~G i / ~ •.q' INETTI~G STAP 0 I C ~ ULVERT ~2 - 60 L.F. OF / \ IN CERTER ITCHLI ~ , - 1 I NETTING STAPLED IN PLACE ~~l~ ~ ~ ~ t8" R.C.P. ®10.09' ~ 1 ~ ~ ~ i I 4• i ~ / ~ ~ /
IN CENTER OF DITCHLINE% ~ ,l i/ j - -flE'(AIL ~ ~ - INV. IN 335.00 ' ~ t~ ~ LIMIT OF ~ ~ / I , DISTURBA~'
-SEE DF~TA1L / ~ ~ , ~ ; ; I ~ ~ , ~ ~ ~ ~JNV OUT = 329.00 / i ~ / ~ (J k ~ ~ ~ ~ i /
i~ / CA , , ~ ~ l / ~~i S p _ ~ ~ ~ ~ ~~4 ~ / M' . ,
/ i i ~ i ~ Ql- ~ 1 i f i . , ~ ~ • b• ,v ~ j l ~ ~
/ 1 i ~ / l~ ? 1 , ~ / i i ~ 4 ~ • • ~
~j~~ ~ l ~ , ~ ~ i ~ ~ ~ - - ~ . I , i ~ j i
~ -STRRW CN WITH NYLON . ~ ~ ~ ; / NETTING ST PLED IN PLACE ~ • ~ _ _ ,
~ ~ ~ ~ ~ A / / i IN CENT R OF DITCHLINE ~
/ i / ~ , i - ~ / ~ i ~ -SEE DETAIL ~ ~ / / ~
/ ~ 18" R.C.P. 3.679 ~ / / - D~ - ~ ~ '~~I i ~ ~ ~ ~ ~ '
~ / I INV. IN = 352.00 - ' ~ ~ , ~ ~1 ~ / ~ INV. OUT = 349.80 ~ ~ ~ , i , / ~ ~ ~ ~ O ~ ~ ~ ~
• ~ ~ i ~ % i~ i / ~ % i ~
i / i ~ ~ ~ ~ , > / / i /
_ • i ~ 1 / ~ ~ / / ~ ~ ~ ~ ~ / ~ ~ ~ ~ N.A.G. ,CC-250 EROSION / 1 i
% / " / CONTROL LINE ~ ' ' ~ i ~ _ D ; ~ i
GRAVEL~CONSTRUCTiON EXIT ~ ' ~ i ~ i P ~ -SEE -bETA1L ~ ~ ~ ~ ~ ~ SEE FT L ~ , _ • i i~
--r ~A \ ~ i ~ , / ~ , ~ ~ / ~ i
/ ~ ~ ~ / / r I ~ ' ~ \ ~ ~ \ ~ ~ ~ /
k ~ / ~ , I i ~ ~ ~ / ~ ~ ~ CULVER ~ - S Fl ~ /
0 ~ i 1 ~ 1 i / ~ l / t ~ ~ ~ ~ ~A ' f ~ SHEET 11
i / ~ ii O ~ ~ / f ~ ~ /
0 \ / I ~ i ~ I i ~ i / ~ ) ~ ~ ~ I ' RIP AP ENERGY AP'ATOR ~ 1
/ / V t ~ / i ~ ~ , i i ; ' ~ SEE HEET~3~11
~o ~ ~ ~ 1 ~ i ~ /
. i I ~ ~ ~ ~ / l ~ ~ %
~ ~ \ ~ ~ ~ / ~ / ~ , ~ ~ / ~ ~ i~ ~ ~ i
N
N , 3~Q~ - - . - - - _ 370,0
} - _ _ _ _ ~ - z..
_ ~ _ _ _ - - _ _ _ _ _ _ _ _ _
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't. _ _ _ _ _ ~ _ - _.._.p _ _ . . - _ ~ - _ _ _ _ - _ -
360 0 ~ . _ { - _ ( f_ 3 0 _ _ . _ _ _ _ _ _ - . - - . _ - _ . f. - _ _ - _ _ - -
_ _ _ - - - t - 3. -
_ _ _ _ - t. _ _ _ _ . _ . - ._y._. ~.._1--.J..__ _
l. _ _ - -
_ _ C ~ - 4E'._ _ _ _ _ _ - _ . - _ _ - _ CENT[RUNE RROFIIF ~ _ _ _ - - - - - - - r_ _ _ _ _ _ _ I _ _
_ _ _ _ _
- _ . . . - - ___..-_-a...__~._.~. _ _ .J. - - _ _ - . ~ - -t _ _ _ , _ - _ - - _ _ _ _ - - - - 50
- ~ ~
_ r : r. ..1 ~ .s _ - _ _ -
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_ _ _ - p,. _ _ _ . . , - I . . ;
,40,0 - - - - - - - - - - - t a
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_ _ - _ _ _ _ _ _ f _ _
f ' _ _ _ _ _ _ . _ _ , _ _ _ _ _ _ _ 330,0
330..0.. _ . _ _ _ _ _ _ . _ - ~ . ~ .
. - _ , _ _ - _ - _ _ ~ - _ _ ~
_ - - _ _ -t- - _ _ , _ . _ . l ~ KA _ CNERT {2 = 60; t.P:- 0 _ _ _ CULV€RT ~9 R8 :f, OF _ _
_ _ _ - _ . _ N
_ _ _ IAIV !N = 328:80 . _ _ _ d _ ..a _ - -
_ _ _ n - _ _ _ _
zG 0 - _ _ _ _ - _ _ 320,0 _ _ _ _ . _ _
_ _ _ . - _ ~ _ _ _ _ _ _
_ - _ _ . _ _ -
_ _
_ _ _
_ _ _ 10.0 ~ _ _ _ _ - 3~0 0
_
: _
300,0 _ _ . 300.0
_ _ c90 0 _ _ _ _ 290.0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+00 8+00 9+00 10+00 11+00 12+00
NO. REVISIONS DATE ~p0o Valle Counl Subdivisior
5 8 DRAWN BY. TA.S.
bo w+~y s ISSUED FOR BIDDING 5/3/04 SITE TECHNOLOGIES, INC.
ISSUED FOR NCDwO EXPRESS REVIEW 5/19/04 a //~~y~~~ North Carol " ` sion • DESIGNED BY: T.A.S. Forrest Road (Public Road) SHEET. 2
Asa . Land Planning & Landscape Architecture BrassPine field Township, ra P.o.aox 1612 Oxford, NC 27565 Owner: Ga Felton Land Investment Co., Inc. t Carolina
Ic. DATE: 4/23/04 OF. 12 n oa Profile Station to 12 + 00 SCALE. HORIZONTAL: t '-40 JOB NUMBER: 0328
` 919-693-2927 EMAIL: [e-mail] p, 0. BOX 1009, Raleigh, NC 27605
VERTICAL: i ¦8

1
1 ~ ~ A ~ x ~ ~ ~ ~ ~
i'~ \ i ~ ~ i
~ ~ ~ 1 ~ i
~ x ~ / ~ ~ ~I ~
~ x ~ ~ ~ ~ ~ ~ ~ ~ 1
i ~ ,i ~ ~ ! ~ ~i ~ X ~ IPRAP ENERGY OISSAPATOR \ i ~ \ j ~ ~ , ~ CLASS '2' RIPRAP ~ I\ /
\ ~ ~ ! ~ ~ IZE: 10'W K 30'L X 6" THK. ~ u
f r RIPARIAN BUFFER 0 ER ENGINEERING FAB ~ ~ ~ i / \ I -S DETA L ~ , x ' E`~ i
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~ IfIV. I~ 300.00 ~ I J
~ ~ OUT ~ 298.0 A i f
~ ~ ~ ~ LEIYEL SPREADER ) ~ ~ . ~ ~ UMI~ OF , A ~IIN. NGTH. ~ I ( ~ i i
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~ ~I ~ -SEED I ~ ~ ~ i TEMPORARf SEDIM~T BASIN' ~ ~ 1 i ~ f } ~ ~ ~ ~ ~ I -t---~-- N0.7 9'~! X 18'~ ~X 2'C ~ i ~ i I ,
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i i
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~ T MPORARY SEDIMENT SIN N(~`~ I
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-SEE TAIL ~ LEVEL PREADFR ~ , ~ ~ i t ~ r ~ IN LE TH: 4~' ~ ; k ~ ~ f ~ i ~ ~ a ~ ~ I
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INV. IN - 3~9 5,00 ~ i ~ 1 k ~ ~ ~ l' V 18" R.C.P. ®1.92 ~ ~ ~ I I il' ~ ~ ~ ~ ~ ~ INV iN , 309.00 / i
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~ ` , A , ~ ~ / TEMPORARY SEDIMENT! BASIN ,N0.8 v X ~ ~ 35'NY X 70'L Y( 2'D ~
i ~t ~ SILT FENCE ~i ~ I R LENGT ' 10' h'~ ~ ~ ~ w, ~ ~ TOE pF SLf7P ~ ~ f
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_ _ _ - -
1;J2 248' - _ - _ _ - _
_ _ - _ _ _ .290,0
2900 _ _ _
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3 -
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_ _ 280.0 _ _ _ 280,0
_ _ _ _ _ _ _
20.0 _ . ....2700
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 9+00 ~0+00 21+00 22+00 23+GO 24+00
NO. REVISIONS DATE oopaOOOCARpOpp~ DRAWN BY.- T.A.S.
oo~~pR~" °`'tiN, ISSUED FOR BIDDING 5/3/04 o a~~~Nusc+'e q ~ ~g INC. Pine Valle ' Subdivision P% 8 31on DESIGNED BY: T.A.S. Forrest
s TECHNOLOGIES, SITE !SSUED FOR NCDWQ EXPRESS REVIEW 5/19/04 53 Land Planning & Landscape Architecture assf Road (Public Road) SHEET. 3
g 1Pp, nvi lle County., North arolin Br ie! Twnh a o s o ar0lina
P.O.Box 1612 Oxford, NC 27565 4 Owner: a Felton Land Investment Co., Inc. a 12 ?c. . Profile DATE: 4/23/04 0 Station (12+00 to 17+27.16) OF:
~~IM~1N StP" A 919-693-2927 EMAIL. tastall@to road.net
o p 0 9 ry10809, Raleigh, N 27605- o P. . Box paaooua SCALE: HORIZONTAL 1 "`40' VERTICAL. i =4 1 F JOB NUMBER: 0328

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~ ; ~ IPf~AP ENERGY p1SSAPA'1^OR'' ~ ZONE';1 RIPARIAN BUFFER ' ( CLdSS 'A' RIPR - , c~
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NO. REVISIONS DATE ~ • C`R°:Z DRAWN SY' T.A.S.
~~a N tt ISSUED FOR BIDDING 5/3/04 SITE TECHNOLOGIES, INC. Pine VallYra
Subdivision ISSUED FOR NCDWO EXPRESS REVIEW 5/19/04 * Y 753 Land Planning & Landscape Architecture ion DESIGAW BY.' Las. (Public Road) SHEET 4
lVlll@ County, North Carolin ''°r~~ • i Carolina
P.O.Box 1612 Oxford, NC 27565 Brassfield Township, l oArE. 4/23/04 Road Profile Station (0 + 00 to 12 + 00) OF. 12
Owner: Gary HORIZONTAL 1 ":10~
919-693-2927 EMAIL: [e-mail] Felton Land Investment Co., Inc. P.O. Box 10809, Raleigh, NG 27605 J08 NUMBER: 0328 SCALE; VERTICAL: t•~*

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_ _ _ _ _ _ - _ _ - - ; U MIN. LENGTH: 15' ~ / r-- - EVEL SPREADER / ~ J: `..q~~Ww ' ~ _ -SEE DETAIL
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NO. REVISIONS DATE DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Pine Vall?anville Subdivisio I SSUED FOR BIDDING 5/3/04 ?apt +t v 'SS~E° FOR EXPRESS REVIEW 5i19i04 7s3 = . Land Planning & Landscape Architecture slon DESIGNED BY. T..S. V Road) SHEET: 5
h Carolina
P.O.Box 1612 Oxford, NC 27565 Brassfield Township, County, North Caroli Owner: Gary Felton Land Investment Co., Inc.
V. DATE: 4/23/04 Road Profile Station (12 + 00 to 22 + 00) OF: 12
' "0r. 919-693-2927 EMAIL: tasta/[e-mail] p, 0. BOX 109, Raleigh, NC 27605 HORIZONTAL: 1 "-40' SCALE: VERTrAL• 1 "-4' J08 NUMBER: 0328

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_ _ ~ i - - ~ ~ I i i ~ RIPRA ENERGY ~DIS R S R /j ; ~
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~ ~ ` ~ ~ ~ I i r / ~
/
/ ' ULVERT X10 - 52 L.F. OF 18" R.C.P.
®1.0% INV, IN 331.25
~ ~ / ~ ~ / . / ~ INV. OUT 330.73
~ ~ `LIMIT OF ~ ~ ~ ~ • ~ J ~ i \ Dl~ry~RBANCE ~ ~ V
• LIMIT OF
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L.:: _ _ . _ _ _ _ . _ INV IN 331:2'5 _
_ _ _ - _ _ _ . L 1 4' _ _ INV: OUT 33Q73 - _ _ _
320,0 - 320,0
_ - -
_ ,
310,0 _ 3100
- _ - - - _ _
_ _ _ _ _ 300,0
300.0 _ 22+00 23+00 24+00 25+00 26+00 27+00 2800 29+00 29+00 30+00 31+00 32+00 33+00
NO. REVISIONS DATE cgqo( DRAWN BY. T.A.S.
ISSUED FOR BIDDING 5,3,04 SITE TECHNOLOGIES, INC. Pine VallY Subdivisioi
II 55~EO FOR NCoWO EXPRESS REVIEW 5/19/04 * a° ,53 a * Land Planning & Landscape Architecture Brassfie/d Township, nville County, North Caro P.o.aox 1612 oxford, NC 27565 Owner: Gary Felton Land Investment Co., Inc. WON 919-693-2927 EMAIL; [e-mail] P.O. BOX 109, Raleigh, NC 27605 fsion DE&GNEDBY. T.A.S. (Public Oa SHEET: 6
h Carolina
DATE: 4/23/04 Road 12 Profile Station (22 + 00 to 31 + 89-53) OF nc
HONZONTAL~ 1"-40' JOB NUMBER: 0328
SCALE: VERTICAL; 1 -4

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G ~ NETTING STAPLED IN PLACE i~ ~j t ~ -SEE SHEE ~ 4/11 I~ ~ ~ ~//~~i~ / ~i' i`-T~~ ~ ~ - IN CENTER OF DITCHLINE - ~ ~ ~ ~ ~ I I ~ \
~ , ~ /i i , ~ \ 11 ITC LINE 1 S DETAIL . ~ ~ _ _ ~ ~ ~ ~ --r~
~ ~ ~ ~ ~ , i/~ - o ~ ~ ~ ~ ~
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~ LO D ~ _ ~ ~ { ~ ! i y_ ~ - DITCHLII`~E, 'R' ~ i 0 i - i ~ -r ~ _
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I . - ~ - , ' I i ~ = _ _ ~ . WEIR- LENGTH: 4 ~ ~ ` - _ ~ ~ _ - ~ /
1 -~-y.- ~ i ; ~ - _ ~ _ ~ - ~ V j' ~ ~
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- 3C ~ - _ MIN, LENGTH. 1 L _ ~ ~O / - ~ _ - _ _ ~ ~ ~ ~ ~ ~ _ 1-- ~
\ - ~ T - ~ ~ ~ ~ ~Z9~JE 1 RIPARIAN BUFFER i ~ ~ ~ ~ I ~
i
~ ~ ~ ~ r~ ~ ~ i ~ ~ ~ ZONE 2 RIPA AN BUFFER i ~ ~ ^ ~ ,
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_ _ _ _ . -3.300.. _
. - _ - _ _
320.0 - _ _ _ _ _ _ _ _ 32
_ _ _ 3100 _ _ _ _ r _ _ _ 31
_ _ _ _ . _ _ _ 0
3000 _ _ 1 +00 2+00
0+00 1+00 2+00 3+00 4+00 0+00 1+00
NO. REVISIONS DATE o~~,eY TAS. Pine Valle Drive + Road lO• DESIGNED BY: 7.A.5. ROaU PI OfIIG ~Lion ( (Public
ISSUED FOR BIDDING 5/3/Oa `.w y.
`ASITE TECHNOLOGIES, INC. Pine Valle Subdivision O) SHEET: 7 + 00 to 3 + 53-4
ISSUED FOR NCDwO ExGFE55 REVIEW 5/19/04 * p 753 Land Planning & Landscape Architecture Carolina onre: 4/23/04 and (Public Road OF. 12 • SCALE: ~~ZOHfn1: ,•_w• Road Profile Station (0+00 0 1+65-06) JOB NUMBER: 0328 -
P.O.Box 1612 Oxford, NC 27565 Brassfield Township, Wanville County, North Carolina
Owner: Ga Felton Land Investment Co., Inc.
919-693-2927 EMAIL: tasta/l@g/oryroad.net P.O. BOX 1009, Raleigh, NC 27605 YMCAL 1"-4'

/ / - - - - - - - ~ 1~7 ~ i --T ~ ~ ~ ~ ~ ~ _
\ 1 ~ \ V ~ / i V ~ , / ~ ~ i ~c ~ ~ ~ i ~ ~
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~ / ~ ~ / ~ ~ ,i ~ , ~ / / ~ ~ ~ R1PfZAP ENERGY DISS~PA OR ; ~ i
j ~ ~ ~ i~ i~ / ~ % ~ ~ i i i _ ~ , ; % / SEE SHEET 3/i ~~1 ~
A ~ ~ / ~ ~ i~ ~ ~ ~ - ~ ~ J \ i ~ ~ _ _ _ _
i ~ r / i ~ ~ ~ ~ _ ~ ~ ~ ' ~ ~ ~ / ~
i ~ i ~ ~ - _ CULVERT 6 ~ - ~ ~ SEE SHEET 11
/ A i ~ / / ~ _ / ~ Y DIMENT BASIN N0.8 _ ~ w / l % ~ ~ ~ SEE SHEET 3~~1-'~ g ~ ~ ~ ! ~
/ i / ~ ~ i x - l j ~ ;
i ~ ~ ` ~ / / ~ ~ LOT ~1 D ' ~ ~ ~ ~ ~ - - - - ~ I/ ~ G ~ / - ~ ~ RIPP__FAIERGY .DISSAP TOR ~ ~ ~ l~
~ R EL CO RUCTIO 1T~ ~x PINE' VALLE ~ ~ ~ / ~ ~ - ~ - EE D IL ) S TION j , j i ,_RIPRAP ENERGY AI CLASS '8' RIPRAP, A.G. -250 ~ SION C NTRO ~ ~ ! RIPRAP ENERGY DISSAPATO ~ i ~ C L l S ' 'RIPRAP ~ ~ ~ ~ SIZE. 6'W X 9'L X 24" THK. ~ ~ LINER - ~E DETAIL ~ 12-"~ 14'~
~ ~ ~ ~ LEVEL REA E ~ OVER F,NGiNEERtNG FABRIC ~ ~ .C3
ti R AP E E DISS 0 ~ 9 ~ ~ ~ ~ v~ _ SIZE: fi'W X 9'L t SS '8'. RIPR f ~ , ~ j . _ ~ ~ • ~ ~ ~ ~ ~ bVER,ENGINEEf SIZE: fi'W X 9'L X 1 "THK. ~ ~ ~ / -SEE~E AiL ~ ~ RI F ~ -SEE. DETAIL ~ ~ ~ • ~ bVER,ENGINEE NG QRIC ~ % ; ,RIP RGY DISSAPATOR ~ ~ ~
s SIZE: 8' X 9'L X 24" K. ~ ~ ~ ~ - , / ~ ~ - M LENG~'Fi 23' I ' / ~E -5EE DETRtI~ ~
OVE E INEE G F RIC ~ ~ ~ ' S ET / ~ ~ ' ~ ~ TEMPOR RY S DIMENT _ A i ~ ~ ~ /CLASS ' RIPRAP p` / ~ ~ ~ ~ , ~ IZE: B~1' X 9'L )F 24" ~K. ,7, ~ l,J / i
~ L R DER / % i ~ ~ _ E ~Ra`RY SEDIMENT BASIN N0.21 ~ ~i • ~ I/ OVE ~£NGIN • ' ~ ~ ~ ~ l ~ ~ ~ t , R ~~,~yG.EA9i~G pf~,~Lll~. ~i,/ ~ 13'W K 26 L x 2'D ~ ~ ~ I~1~. ''f ~ i
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~ ° ~ ~~i A MULCH NYLON' ~ / / ~ ~ V RT - F. ` ' / ~ 4 - 56 L.F. ~ ~ t / i ~ - - ~ 1 ~ 1
~ ~ ~ ETTI G TAP LED I PLI4CE , y ~ ~ _ UL E x.14 56 L. ~ ~I I / ~ ~ / ~ - ~ ~ 1 ®5.; CEN ER pF D TCH'I ~ ~ ~ , ~ ~ / _ , 1 ®5.36% ~ ~ ~s ~
~-SE DE L i . ~ / ~ ~ i INV. OUP= 32C ~ 1NV. = 323.00 ~ • ~ ~ i~ • ....J, ~ ~ E J2 ~ INV. OUP= 320 0... . > ` ~ HLIN
1 ~ ~ / LIMIT OF 1 ~ DISTURBANCE ~ ~ i r d ~ _ -
_ ~ 1 ~ ~ ~ ~ ,1 ~ ~ ~ / / INE ~ + piTCHI 3~0 316 ~ ~y 1V~ R ON i
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- • ~ / / INV. IN ~i-2,50 i
TEMPORARY SEDIMENT BASIN N0.18 N R /,j/,/ - DvER ENGINEE LNG 9'W X 18'L X 2'D % - _SE , , ~ ,y N 'G2' ~ i ~ INV. 0 T'= 311.50 _ - - ~ y _ ~
WEIR LENGTH; 4' • ? ; , / ~ pITCHU ~ ~ 'r , / / - - fE CE ,A ~ / _ ~ p ~ / / ~ ~ Sf~AW MULCH WITH NYLON i /TOFU OF/SLg~ES ~ ~ _
RIPRAP CHECK DAM / SEE DETAIL i.; ~ i~ •.••''r / VERT X~ - 8 L.F. OF NETTING STAPLED IN P1A6E~" ~ ~ i i ~ ~ ~ ~ IN CENTER OFA12tiC(NE _ - ! 24 R.C ~ 2.17 _ - - ~ -
~ • i EXISTING PAVED .~j ~ ~,y~ / / ~ N • N .20 ~ / ~ ~ ~ ~ ~ _ - - - - - - -~E~ DETAIL _ , - N .20 ! % ; ~ ~ INV.,1r~ 308. (Y' -
DRIVEWAY AND ~ ~ iii/~~/ /~.~j/'~ ~ i i CuLVERr TO ~ ~/jam - _ _ ~ _ 19;W~K 37'L X / / 7'L X ~ ~ ~ ~ i~ ~ / OUT ='1 .00 _ _
REMAIN SILT NCE A ~ LEN¢'fH ~ ~ T :r; DI - l ~ EN H ~ ~ / ~ f ~ CONCR ~~HEADWALL _ - _ i ~ _ _ _
TOE OFI SLOE _ E 'E2' .......y»• : ~ STRAW M LCH WITH NYLON ~ ~ ~ ` ----3 / / ~ ~ ~ ~ ~ / / ~ -SE ETAILS _ _ _ -
I~NETTING TAPLED IN PLACE ~ / i i , ~ ~ ~ CULVERT 12 ~ 80 L~.f. bF ~ / ~ ~ IN CENTE OF DICHLINE ~ , r ~ / ~ ~ / ~ ~ ~ _ - / / 4, ~ ~ _ _ i % ~ 1P AN 8 ER - _
2a" R.C.P. '.5 _ AW MULCH WIT "NYLON 3 =SEE DE PIL / 9SEE~-DET - NETTING STAPL IN PLACE i ~ ~ ~ / / MATA i ~ I~ C ~ /
INy. IN = 4 0 ~ 1 - - - ~ IN CENTER 4F DICHLINE ~ ~ ~ ~ ~ INV. O~i ~ 2 ~ ~ ~ RT i~~ - 48~1~. QF ~ - ~ I~ -SEE DGIA~~ LIMIT 0 I ~ % I I ~ ~ ~ / ~ ~ _ _
~ ~ ; ~ " R.C P' 0 2.08%1 ~ LOT ~5 / DISTUR ANCE i I ~ I ~ / ~ / i / / ~
~ / ~ ~ ~ 1 ~ .I = 329.00 ~ BLOCK C ~ ~ ~ i ~ i ~ • ik ~ ~tQV. 0 1 8. 0 OT 4 ~ ~ T 3 U 2 0 L ~ ~ \ t' ~ % 1 I ~ I ~ ~ } ~ Z(~(E I~AR BJFFER / 1~
L CK ~ BLOCK C ~ 1 - ~ i ~ ~ / i / / G ~ _
~ Y . ~ ' , ~ ~`fEMPORARY EDIMENT BASIN NW 9- - ~ ~ ONE 3, RIPAf~AN ~UFFPR - - - - - - - - ~ i
2]'W X 42'L X 2'D ~ ~ ~ ~ ~ WEIR LENGTH: 6' 4" ~ \ ~ ~ / ~ ~
~
' ~ ~ ARIAN BUFFER / ~ PACT AREA ~ ~ ~ ~ ~ - -
i i ~ ! 1..w / % ~ ~ i r' ~ % ~ ~ i - - _ _ _
i / ~ ~ i ~ t ~ ~ ~ ~ i , ~i'" - _ t ~ ~ / i i ~ i i
;r \ ~ i / ~ ~ k. i I ~ J / - i ~/i ~ i / / % ~ ~
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_ _ _ . 360.0 _ - _ - - - - - - - - - - - - - - 60 -
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- _
._f f -T -
_ _ - _ 340,0 _ - - - _ _ i. - 0 - .t. _
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. C11tYERT. 22 8Q t.F:...OF~ - _ _ - _ - CULVERT ~Ta ..~s i~ or - _ - ~ _ _ _ _ . _ _ _ _ _ - - _ . . _
_ _ - _ _ _ 0 ` 20 4 _ _ - - - - - . -t--. _ _ _ _ _ _ _ NV. '1N 3.323.80 - _ _ _ _ -
it+tV. iN = 324.Q0: - L . _ _ _ - . _ t t. _ _ _ _ _ 1 _ - - _ _ _ - - - - _ - _ _
_ _ _ ~ - _ _ - -
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r _ _
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310,0 _ _ _ . _ 3100 _ _ - . _ _ _ • - _ . - _ _ LVERT I fi - 48 LF. L1F _
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_ _ . _ _ 0 _
_ _ _ _ _ _ _ _ } OF _
_ _ _ _ 2~` D 1?~C . _ _ _
300,0 . _ 00 - 3 0 _ L _ _ _ _ _ - -
_ _ _ _ 90,0 _ - _ _ _ - . _ . _ _ _ ; - _ _ 900
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+00 8+00 9+00 10+00 1'+00 12+00
NO. REVISIONS DATE , Pine Vall?anville Subdivisio II SS~EO FOR BIDDING 5,3,04 SITE TECHNOLOGIES, INC.
'SS~EO FOR EXPRESS REVIEW 5i19i04 . a ass ~ . ision °~'~,eY. DE oeY: .A5. Woodland Road (Public Road) BEET: S
Carolina DATE Road Profile Station (0+00 to 12+00)
PLand Planning & Landscape Architecture .O.Box 7612 Oxford, NC 27565 Brassfield Township, County, North Caro • 919-693-2927 EMAIL: [e-mail] Owner: Gary Felton Land Investment Co., Inc. : 4/23/04 OF: 12 Inc.
P.O. Box 10809, Raleigh, NC 27605 SCALE: HORIZONTAL 1~-40 JOB NUMBER: 0328 vERIMN: 1 •w1•

~ ~ _ ~ ; , k" x ~ ~
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~ ~ - ~ ~ i _ ~ ' FFER ~ ~ I _ ~ ~ ~ ZONE 2'~IPARIA Bl~
~ ~ ~ I ` - ~ ~ ~ A A _
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' ~ ~ ~ ~ / ~ SIZE~.,6'W X 9'L x 24" THK. - - ~ ~ \ ~
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f . " -SEE DETAIL _ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ , _ . ~ ~ / - A ~ ~ ~ A ~ A V ~ ~
Y r-CUkb'gRT ~ 18 - 48 L.F. OF - ~ \ ~ i i y,
/ ~ ~ ~ ~ ~ A ~ ~ I STRAW~ULCH W H NYL~N 18„ R.C.P. ®2.08 ~ ~ ~ A~ ~ ~ I V. I - 19. - ~ 1
NETTING STAPL IN PLACE ~ N N - 3 00. _ _ _ ~ ~ ~ ~ ~ A ~ IN CENTER F DITCh~LINE ~ ~ j INV. OUT - 318.0 - ~ f-- ~ ~ ~ j ~
~ . ~ / ~ -SEE ?ETAIL ~ ~ I ~ ~ 1 ~ _ ~ ~ t- ~ / , ~ 1 A ~ ~
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A G SCE 50 EROSION CON OL ~ / ~ - - -TAIL S 6E • ~ ~ - 3y ~ ' LINER - S E,DETAIL ~ ~ ` A
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• ~t ' ~tEMPORARY DIVERSION ~ / ' TRAW MULCH WITH NYLON ' ~ I ~ ~ / S J , ~ i ~
"J~~NETTINO STAPLED IN PLACE ' \ ~ TEMPORARY SEDIMENT BASIN N0.22~ ~ ~ IN CENTER OF DICHLINE i , ~ A
_ ' SEE DETAIL 1 ; _ 13~W X 24'L X 2b ~ ~ A i 1 ~ ~ ~ \
WEIR l.ENGT19 4' V ~ ~
\ ` ~ ~ ~ ~
I ~ _ - i I ~ ~ ~ ~ ~ ~ ~ ~ _ , ~ ~
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~ ~ 1- ~ - _ - _ _ _ ~ ;
30,0 _ _ 3700
_
_ ~ _ - _ _ . _ _ . _ 60 _ _ _ 3 0
3600 _
_ _ . _ _ _
350,0 - _ _ _ _ - _ _ _ _ _ _ _ - 0 - 350.
_ - _ _
_ t - _
tS'f1NG PROfiLf _ _ _ _ _ _ _ - _ _ 340.0
3400.
_ .
c
_ _ _ _ -
- _ _ _ _ _
_ _ _ - ~ _ - _ _ ,
30~,~~ _ 330 0
. - , _

_ f _ - - _ -
~ ~ _ - 31? _ _ _
_ _ 20,0
_ _ a - _ _ - - _ - _ _ _ a _
33i _ _ - 2 _ 39_ +9.3 _ h- - /
_ _
- _
L • {,~}{2.91} : iNd. iN 319:D0 _ -
- _ - _ _ _ _ - _ _ _ _ . _ .
310.0 - _ _ 310.0
_ _ _
300.0 3000
_ . _ _ .
9C 0 t 290.0
12+00 13}00 14+00 15+00 16+00 17+00 18+00
NO. REVISIONS DATE
I SSUED FOR BEDDING 5/3,04 SITE TECHNOLOGIES, INC. Pine Valle Subdivisio s
";~~CAR°`.~ ISSUED FOR NCDwO EXPRESS REVIEW 5/19/04 . r 753 Land Planning & Landscape Architecture Brassfield Township ~BnVlllB County, North Caroli P.o.aox 1612 Oxford, NC 27565 Owner: Ga Felton Land Investment Co., Inc. slon DRAWN BY.- 7w.5 DESIGNED BY.- TBS. Woodland Road (Public Road) SHEET: 9
h Carolina
DATE: TE. 4/23/04 Road Profile Station (12+00 to 16+76.49) OF 12
' o,~~ 919-693-2927 EMAIL: [e-mail] P.O. BOX 1009, Raleigh, NC 27605 SCALE: HORIZONTAL 1 *'40 JOB NUMBER: 0328 vER11CAL: 1•-1•

_
A ,.s
• " ~ ~ min
I I i min rwt~,tur SHOULDER I nn~~,,° SITE DESCRIPTION
YIID'M w'DTFI 0 0 o`t7-' o 0 THE SITE IS STEEPLY ROLLING WITH SLOPES GENERALLY IN THE 4% - 30% RANGE
filter 5' ~ fabric ~ ~ 0 0 OQO 0(l~,
w 0 0 0 0 0`~' ADJACENT PR PERTY 0 0 oQo 0 oQ =
i I v~•irr - vs' R. i A Q D o THE ADJACENT LAND USE IS LOW DENSITY RESIDENTIAL AND AGRICULTURAL 0 0 0 0~ o~ -
i i ~ ~ 0 0 ° Q ° Q ~ Q ~ PLANNED EROSION AND SEDIMENT CONTROL PRACTICES:
~-ir, -,~ti Class t or B I x ~ 0 0 0 0 0 1. TEMPORARY GRAVEL CONSTRUCTION EXIT -PRACTICE 6.06
• ~ i~ I Erosion Contnd , I 3' i Stone ~ 0 0 0 0 0 ~ T TEMPORARY GRAVEL CONSTRUCTION EXITS WILL BE PLACED AT THE BEGINNING OF NEW ROAD EN"RANGES INTO SUBDIVISION. 2. EMPORARY SEEDING PRACTICE 6.10
0 0 o SURFACE STABILIZATION WILL 8E ACCOMPLISHED BY SEEDING WITH APPROPRIATE ANNUAi_ COVER CROpS AND MULCH AS SPECIFIED IN THE ° ~ ~ ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON.
i 1``~r. i fill a7 24"mar ~ at center I fabric ~ ( 3. PERMANENT SEEDING -PRACTICE 6.1 t
ti•-0• ~ 1 PERMANENT STABILIZATION WILL BE ACCOMPLISHED BY SEEDING WITH KENT~~~CKY 3t TALL FESC'~IE A' A RATE OF EIGHT POUNDS/1,000 S.F. LIME, FERTI~.IZE, AND MULCH PER TEMPORARY SEEDING DIRECTIONS.
I Section A•A LENGTH 4. RIPRAP ENERGY DISSAPATOR -PRACTICE 6.4?
PLACE RIPRAP ENERGY DISSAPATOR AT THE DOWNSTREAM END OF THE Nf.W CULVERT, SIZE ACCORDING TO THE DIMENSIONS ON PLAN, a 5. TEMPORARY SEDIMENT TRAPS -PRACTICE 6,60
Flpuro a.E7b Shoae d~edt dam--4ono should be plead aver the diarwl banks b Meep waw Irom eudnp around the dam PLACE TEMPORARY SEDIMENT TRAPS AS SHOWN TO INTERCEPT CONCENTRATED FLOws AND SETTLE SEDIMENT FROM RUNOFF BEFORE BEING
RELEASED INTO NATURAL DRAINAGE SYSTEM. DEPTH (d) 6. TEMPORARY DIVERSION DITCHES - PRACTICE 6,20
PLACE A 8' WIDE NYLON NETTING OR OTHER EROSION CON?RpL BLANKET OVER CENTER CF THE rJl`CHLINES INDICATED ON PLAN AND SECURE
0 0 0 0 0 0 0 o WITH STAPLES. 0 0 0 0 0 0 0 7. TEMPORARY CHANNEL uNING
PLACE A 8' WIDE NYLON NETTING OR OTHER EROS~CN ~~ON'ROL BLANKET OVER CENTER OF THE DiTCHLINES INDICATED ON PLAN AND SECURE WITH STAPLES.
FILTER FABRIC FILTER FABRIC
ANCHOR WITH DOUBLE
OW OF STAPLES AT SEEDBED PREPARATION
4" O.C. 1. Chisel cam acted areas and s read to soil 4 inches deee cwe~ adverse it rdi+i n .f v it I p p p so co .o s, a o abe
2. rip the entire area to 6 Inches deep. 3. Remove all loose rock, roots, and other obstructions ~eov~ng ~„rface resonably smooth and uniform.
WIDTH AS REQUIRED ON PLAN 4. Apply agricultural lime, fertilrzer, and superphosphate uniformly and m~z with so;l (see below*0.
~ ~ • o. i 5. Continue tillage until owell-pulverized,firm, resonably uniform seedbed is prepared 4 to 6 inches deep. 6. Seed on o freshly prepared seedbed and cover seed ~igh±iy with seeding equipment or aultipack after
GRASSED SURFACE -USE TEMPGRARY OR seeding. 7. Mulch immediately after seeding and anchor mulch with asphalt emulsion tack or by crimping straw
PERMANENT LINERS AS REQUIRED TO ESTABLISH TURE mulch Into surface of soil with o set of discs set straight
8- Inspect all seeded areas and make necessary repairs or ~eserd:ngs within the planting season, if possible. if stand should be over 607< damaged, reestablish following original I~me, fertilizer, and seeding rates.
9. Consult conservation inspector on maintenance treatment aid rertilization otter permanent cover is established.
pti * Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre it ~!ay soils)
i 1-11-~ s~ _ i _I , I- ~ ,-1 I I_ CARRY RIPRAP UP SIDES 2'MIN. Fertirzer: - t,ooo lbs./acre - to-to-ta
1 -_~-i ~ !-_I 9~~ ~ =i I -1 11= I I ~--1 I TOP OE BERM 111(-I ~ ~ I- I I_I~_ 1' I~IN. ~P ~ _-i - i = = =I I I.-~~~~_ II_ ill III _ II` ~F SPILLWAY Superphosphate - 500 lbs./acre - 20% Mulch - 2 tons/acre -small groin straw Anchor -Asphalt Emulsion - 300 gaL/acre
ANCHOR NETTING IN A =III=11i=ill=i!1= _=III-1l=III=III=Ill=1~~_I FLOW TOP ELEV. OF S tOP ELEV. OF STORMWATER
6" TRENCH AND STAPLE 1 ~ 1=1 ~ 1=i ~ 1-1 I l=1 ~ ICI ~ I-_ =111=1 I l=1 l 1=~=1 ~ 1=1 ~ 1=1 ~ I ,I ~ 1= ~ ~ - 1' FLOOD STORAGE ZONE d-% ~ ~
1 r c =1.11 11! ~ ;Ili=111=111-1 ~ 1=_ ~=111=1 ~ 1=I_11=1111=111=111=1 I h' AT 2 .,ENTER ALONG III-I I -1 I i-i I i-1 I-1 I I- I- I- -I I-11 ~I I-11 I-I l 1-11 I-1 I I-1 I -1 I I-11 f - - - - - - ~-r
T !„_„_,I _II II_ I I i I_;_ ALL EDGES PERM,4NEN. CHANNEL LINER- I -1 -l; I--~ 11-111-~_-1 -111-_~ 111-Iii-11-~ =111-1 -i -III-1(I- SEDIMENT STO T IN ~aPAaTY SEEDING SCHEDULE SEDIMENT S ORAGE ZONE (TOTAL BAS ) _
NORTH AMERICAN GREEN SC250 111=1 I I=1 i _ I I. i I~ )1=111=111=11=111= I -111=~=111=111=111= I =i 11-~ 1 - rr ~ ~
& SC35C TO BE HELD IN PLACE -I I ~ I-1 ~ 1--1=111 ~=111= ~ 1=111=~= ~ 1=111=111=111=111=111=111-1_I- 1.5~ MAX. SEDIMENT DEPTH ~ ~ ~ T ~ ~ ~ SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1 j ~ N H ~ ~ 8' Aug 15 -Nov 1 TaII fescue 300 lbs./acre
-i ! I ~ 1=111=111=111-1 I I-1 I I-111-11 I=111-1 I I=111-1 I I-1 i 1-11 I-i 11=~ I PREPARE SOIL AND SEEDBED WITH STAPLES AT 20" CENTERS =1 I I=1 I i-III-III-1 11. I ~ I i I I-~ I ~ ~ ~ ~ - ' Nov 1 -Mar 1 Toll fescue 300 lbs./acre MIN. 5 WASHED & Abruzzi rye
ACCORDING TO SEEDING SCHED. ACROSS CHANNEL AND 2' CENTERS - ~ Mar 1 -Apr 15 Toll fescue 300 lbs. acre
INCLUDING APPLICATION OF LIME, DOWN LENGTH OF CHANNEL. MAXIMUM LEVEL OF SEDIMENT COL FERTILIZER ANG SEED BEFORE CLEAN WHEN THIS LEVEL IS REACF SEDIMENT COLLECTEC STONE A r t5 - gun o Hulled mmon Bermuda rass / LEVEL IS REACHED LPI ? - Au t5 Tau-fesc~e and g 25 lbs./acre
PLACING LINER. 1 RIPRAP g 25 lbs./ac e '*'Browntop Millet 35 Ibs.~acre
- SE~,TION THRU BA ~~~I I DAC~t,I ptvl~ ~~~~C~ C(`AI ~ ***or Sorghum-Sudan Hybrids 30 lbs./acre
SLOPES (3~1 - 2:1)
CARRY ~RIPRAP UP SIDES OF SPILLWAY SPfLLWAY Mar 1 -Jun 1 Sericea Lespedeta (scarifed) 50 Ibs./acre
1 4' MIN. Mar 1 -Apr t5) Add toll fescue 120 Ibs./acre F( 3' Mar 1 -Jun 30) Or odd weeping Lovegross 10 Ibs nacre
C (Mar 1 -Jun 1) Or add Hulled Common Burmudagrass 25 Ibs,/acre Jun 1 -Sep 1 **'Tall fescue and 120 Ibs. acre
1' MIN. FREEBOARD ~ ***Browntop Millet 35 Ibs, acre
~ '**or Sorghum-Sudan Hybrids 30 Ibs./acre SF~~M Se t -Mar 1 Sericea les edeza (unhulled, unscorifledl 120 lbs. ~ocre pfr fNj p & Tall fp cue 1 I r
ANCHOR WITH STAPLES ~ EXISTING HIGHwAr ~ + ' 1 es 20 bs./oc e (Nov 1 - Mor 10 Add Abruzzi rye 25 Ibs./acre
~ #1 R ~1 RIPRAP A y 3'
0• ~5 w I ARM o o Consult Conservation engineer or soil Conservation Serwce ror eda~t~onal ~nformaUon concerning other olternotwes ~5 WASHED STONE far vegetation of denuded areas. The above vegetation ~c~es o~ those which do wee under local conditions, other
o seeding rate combinations are possible.
~ ~ I ~ Temporary -Reseed according to optimum season for desirod permanent vegetation. Do not allow temporary I PERS~~~~ I U~ U~EW cover to grow over 12 inches in height before mowing, otherwise fescue may be shaded out.
~ ~ SECTION THRU BERM AND FINER 3p.0 FINER L C VC V CVV
' i ' T
SEDIMEN STORAGE 1,800 C1 ~ l •o' X ~o' slcHr TR~~AN,.LE STORAGE 1,800 CUBIC FEET PER DIST~IRBED ACRE
I owe , I NOTE: USE DIVERSION - Q I~JN ~ ii SE DIVERSION DITCHES OR BERMS AS NECESSARY TO INSURE AFL SEDIMENT
- • ~ LADEN RUNOFF IS o J RUNOFF IS DIRECTED INTO TEMPORARY SEDIMENT BASINS.
ANCHOR NETTING ~ QOM ~ I J ~3 i IN a 6" TRENCH ' 0 ~ ~P
I pl ' ~ s,
EMPuRARY LINER- - ~ NORTH AMERICAN GREEN SC150 j QI d
• ~ LANKET OR 100 LBS.~1000 S.F. zi Q
STRAW MULCH HELD IN PLACE II
WITH NETTING AS SPECIFIED ~ w' ~ unaau~e.d eos i
j W } ,
ANCHOR WITH STAPLES AT ~ ! ~ I a•wR
36" O.C. A~ ONG EDGES ' 0
20 x r Ni d' Mln. 1N .N 0
cL RIPRAP 6" ?~~~'ICK LAYER OF ~
~ ION A-A I SECT (SEE SECTION THRU BASIN BELOW) C -3' ~ AR~~ A ~ R AT ~ ~
~ 0 GG EG E ~ ~
0%CMMWOntda A ~ -I ~ INVERT PIPE I~ ~
-T ``a~
1lucimum Ord1 of t1i br ~ P Mh. rwa. FLOW
TnlMlba al 1 MNMtm 10'-0° MAX. SPACING ,f,.
A MIN, 12-1/2 GA. ~ `"ieaecau #5 WASHED STONE. l I i° THICK X 3' HIGF+
INTERMEDIATE WIRES w I i nP sTOwat raen MIN. I
z _ 50' RIGH GF WAY 'i DMnbnaoik~ ~ ~ - i / 1
PIJIN o _ N I~ 14 1R Q EA IC -
I ~ 6' i ~~-'E~41: ~ n ~ DITCH ' 6' -
_ Vpatwd N' TrrnMan PERSPECTIVE VIEW - NO SCALE TYPICAL
H UL E TRAY LWAY SOUL ER obdan a«~' ; aopra~ , 'o,~ . I
- NOTE: ~ ~ . •C'° "~~+,y.,~ AREAS TO BE DISTURBED T-- P;PE INVERT 2' MIN. i (CUT/FILLED, ETC.)
1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND o~ ~ 'xIST SLOPE I ~?•L'~i HAVE A MIN. OF 6 LINE WIRES WITH i2" STAY SPACING i ~ ~ 1 I 1 ~ ~?Y~"~~`~ ? i. COMPACTED F RIPRAP HEADWA'~L SOIL
N n. ~ MAX P~' 2 I ~.~~r '~r~'r Y j: y; j 2. MIR'fl 140 FABRIC (OR EQUAL) SHALL BE A MINIMUM OF 32" ~ ~ ~ ~„~•r y yr, yw y r•~ i• ~ SOW s~ ~ y.
IN WIDTH AND SHALL BE STAPLED OR WIRED TO THE FENCE. 2~ COMPACTE SUBGRA~_~~ ~ ' 91~M ~ ~~w'~.r•~~,/ ~ !j~,v Y ~ ~ NATURAL GROUND Jrv rl~ I I W
NAP ~ undMlubad 1r ,14 Ir t 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND SHALL BE OF S~~pE 2° SF 9.5A outNt V' ~ +w•~ V r"•r~ ~ + t ~O r'..b ~ Ct. 1 RIPRAP 3' HIGH M~~N.l 18" MIN. F
THE SELF-FASTENER ANGLE STEEL TYPE. ~ ~ ~ ~ ~ti.~"`' 1 SURFACE ~,OURSE' ~,k PAVEMENT CR SS SLOPES 1 4"'FT. ~ ac y , ~
a. WOOD POSTS SHALL BE 6'-0" IN HEIGHT AND 3"-4" IN DIA. ~ ~ ti. ti. y, , ~ ~ W WIRE FABPoC SHALL BE FASTENED TO WOOD POSTS WITH NOT SHOULDER CR SS SLOPE: ? SET ~ w.~ ? ~ rr~ M, ~ I 5 WASHED STONE ~ - li - - - ~ _ _I I I- ~ ~ ~ I - - - - I- -I ~ I - I ! ' - I- I- ~ -i , l -I ~-I I
LESS THAN ~9 WIRE STAPLES 1-t,/2" LONG. ~8" CA.B.C. ON ww~~~a•~"'tY't ~ MI*~,~,~"•I. SECTION THRU BASIN, FILTER AND CULVERT PIPE _ ' =1 = = I - ~ - I i 1- I
5. INSPECTIONS SHOULD BE MADE AFTER EACH RAINFALL, SEDIMENT ~ ~ - ~ !-i I I ~ ~ ~ 'iI - - ~ (-I ~ ~ ~
DEPOSITS MUST BE REMOVED WHEN THEY REACH A MAXIMUM OF SUBGRADE ~ ISt)METAIC VIEW • {Not to Sc~M) 1/3 THE HEIGHT OF THE FENCE. - iiI II ~ i- ~ i I, 'I ~ -1-
- j-i ~ - ~I-I ~ _I ~ i ~ _ ~ _ I I l
1
NO. REVISIONS DATE ~ Pine Valle
ISSUED FOR BIDDING 5/3j0< l~RT ~v ' DRAWN BY: T.A.S.
iSSUEC FOR NCDwQ EXPRESS REVIEW 5/19/06 Subdivisio IDIOM `SITE TECHNOLOGIES, INC. = ~z slon 1 1 DESIGNED BY: T.A.S.
. n 753 = . Land Planning & Landscape Architecture Brassfield Township, ranville County, North Cal'Oll P.o.aox ~s~2 Oxford, NC 27565 Owner: Gary Felton Land Investment Co., Inc.
Carolina Erosion Control Details SHEET: h DATE: 4/23/04 Of: 12
?1C.
A~ 919-693-2927 EMAIL: tasta/[e-mail] P.O. BOX 109, Raleigh; NC 27605 SCALE: AS NOTED JOB NUMBER: 0314

_
5L0~'E AS INDICATED Sl.OAE AS INDiCA?ED
ON PANS ON PiANS-
48" 7GR ~4" ~JLVER?
6C'~ FOR 36" CULVERT ~ ~ 'I /
~ ~_ACE _~~JOVE ~Cn
BELL EN~ ~-3F PIPE li 1r, ~!7 WAL_-,
~20 ~ -1 i i ~ ~ i ~ f~ ~ _
I i l ~ I .,?9 - - i ~I ~ ~ 06ED Rb10B
/ ~ ~
I J ~ i f ~ - ,y - - ~ _ /1 ~ I I I 1
3?? ~i fi I ~N~. C , 0 I ~ ~ ~ PIPE
~ I ~ ~ I i ~ ~ I ~ I ' ~
~ PROPOSE 315 - , - ~~T nrovosm nonecc I ' I I , I ~ - - - _1-- l ~ 1
i { I ~ ~ ~.ti.p;; ~ sro~ sio c~i ciao Nr , `f ` ~ y,.\~,~,, _ L L I I J J ~ ~
4 - ~f i ~ r I I ' , ~ - a l, f~f ~`r' =J%i ~ _ - i i I _~4 ~ REBAR ~ ; ~ r ~ ~ , ~ -B
JR R.[P. 2 i71i ~ ~ ~ ~ Jl ~ l'~ [ ill ~ ~K I f I ~f r , 11<< _ , ~ ~ ~ `-#4 ~ REBAR r r i i ~,-~~r~ i ~ r ' ~
i ~ ~i ~I Nd r . 20 ~ ~ _l r f.~Ll;'-r ( ~ -~~f f
~ to is ned'iflC I ~ _ ~"If ~ tirf7 ~ i~ ~ ~ ~lil~~ f-,~-.. ~1;.. N.r-; ,r.l,i~u~. - ~ ~ ~ c7• h ~ ~f '~?~~'7i~G J~j~il~~'11:~i 3'' -1- Y ~ ,I~ rti, 1 it ~i
~ r i ,~~'r L., .,1~ I. ra, • 1 ~~7` .1., , _ ELEVATION ~~r;~~r~1, _ ~ ~ r;~ r ~ - END ELEVATION
-qq 'y~: •1'i I 3'C ~y • i~ i I , fW ED ENO SEC Ai .F ~ .~'~I`~r ' '1 )`r ! I ~ ~ ~ ~ ~ ~ ,;'I. j Wr END P,x ~ ~ ~-,n-~~~T~Lf J I: ,jli II ' ~N~ ~~~_~J~,~ ~ ' ,~a r
~U~ ~ ~ 'c! ~1. .,;Y,.~.. ~-I~ ~ arm ~ ~ _ ~ ~ ~ 48' 24" C~~~ERT
Bu iN.TRr CENA~ SR+ 9m+- ~ ~ ~~~~1 lip;; ~,Z i i J"1""uv J'~MEN'S~GNS ~ ,,r i ~-T - ---~--T---
i ' ll
~ ~___i~ i i ~ ~ ,,c ~ ~ - 306 -,r ~i - . I ---f-_ - ~o ~ / ~ o ~ I ~ _
~ ~ I 1 I ~ I ~ i ~l I ~ _ - - - - ~ 4 4~ 2 _ 3" i , ~ I~
~ i ~ ~ 1 ~ ~ I ~f ~ o- ° 0 1 _~_J J_ • 304 - a ,o ~i C~' o- ~ ° o" 1 - I 3E.' I 5-8' ~ 8" 4-3!4"i 12-1/C~ C c~
-60-50-40-30-20-~0 ~ ~'0+20+3040+50+60 I ~ r ! I I I I
SCALE: 1 °=40' HORQ. ?"=4' i"=4' VERY, 1' = 4' , ~
LONGITUDINAL CROSS-SEC?!ON CROSS-SECTION THROU~F ~ ~ I :ENERA~ NG~~- ~ECTiON ?HROUCH PPE ~
~j ~j ~ A_~ CORNERS S~A_~_ BE ,NA~~IfEREC OF tigvE A RAO-US OF 1 ~
~ - - ~ C_ASS 'B~ CONCR _ ~HAvL BE ~SEG
A~~~ 0~'~UER? EN~_~ ;N'~`!~G~.'~ ~EADWAL~~S SHALL RAVE CO'~CRETE FLAIRED END SECTIONS
PLAN
3C~ r---r-- ~1-T~~~~ T I ~ i
304 I i Efl~, RwosEC
303 ~ ~ ~ -~--~-1
i~ ~ i ~ ~ l ~ i
X02 f i ~ I-- -t-- I ~ j ~ I
;o? - - ~ r ~ I j I 330 -~~-T-~~-- ~ I ~ - • -
RROPOSf 3~0 - - --+--J----+- - I- vnoaoseo eaoeeo II ~ I ~ I I ~ i I 335 ~r--+--~ ~ ~ -T-~-r - i I ~ i i RO SE R ADB D I
,r_ ~ ~ i ~ I ~ i i i _ , _ ~ ~ ~ , ~ I s~DE s~oo z~ cw Nr I I i :i _"7""--t- ~ . ~ I 334 i ~ - i -i-r- I ~ - -r--+- fi- *-'i
2 ~0 ~'r- ~ - -r ~ i ~ ~ _ I ~ i, I ~ ~ i i I i ~ I I
098 ~ _ -~--~-1-- ~ r "r ~ ' , ~ i ~ ~ ` - r` r ~ ;,i f, I P ~ _ i i ~ ~ 30 R.C. 3 1Ei 1 I L li ' Z MN{ IN 4.00 ~ ~ F ~ ~ ; _ ~ - 333 i l ~ i
• I - 7 ~ I Ali I ti J' x,. ~ _ - J z ~ ~ ; r, _ _ ~ ~ ~
i ?~w rR4wt[o ~ ~ I. ~ ~ ~I ~ ~ ~ ~'-r;r ~ f'~~fi. ~ i~_=~~~1; ~ ~ i I I •~I~- ~'~l~' T i ~~~^'n11f~ 296 - ~-rt -+--1 ~ f - ~ * ' " I ~ - _ I _ ' ~ 1 ~ - ~ 331 ---r-~-~--t--~-
~ ~ ~ i I _ s a ~u~ _ - i I I 1 i r '~r~ ~ 33C ~--r-
~ ~ ~ ~ ~ ~ " ~i ~ ~ ~ i ~ ~~l ~ ~ ~ ~ ~ ~ ~ ~ [im ~ AK{ ~ ~ ~i `I ~ti 'ice ,~'(Y j ~ - - r`b~ , ; Y I ~ ~ ~ ~ ' I ~ I I ~,j~,,~
4 - 9 ~j` ~ ~ ~ / '`r ~ t r - 1 , - ~~r - j. ~28~, I 1 I , 11~ ~ ~ ~ i. ~
,f ~ i I ! i . r 7 ~ ~l ' i~ i i 'u ~ _ - C v ~ ~ ~ - ~ _ ter; L9~ ~ ~ ~ ~ ~ ti -i r i , - 111 ~ Tu~- I I ' / 327 --_'_'_i
nar a cul m e' or ~ ~ I i i ~~l ~•~l r - ~ ~ r i f~~ i NP 57R 4RED ~ ~ `l7`.•~ rsnHC s o> v i i t c ~ x 326 ~ ~
1, I ~ I I ~ j r - 1
29' ~--t-+-'_--_--- ~ 'h 1' ~ ~ ~ ~ ~ A i ~-t- _~5~ ~ ~ ~ I I ~ 3- ~ ' [~o sErno ~r I_ y I ~ ~ ~ ~~0 lf, Of iC Ali 'i N~1~R4 S,RFA4BE0
~ x 29C; - ~ I i ~ a ~ 324 ~ , ~r--~-~--t~---~- ~ l-
239 ~ I i ~ -__Ly ~ i ~_1~~ ~ I ~ ~ ~i 323 ~ fi--}---~ ~i , _
-E~-50-4C-30-20-10 ~ +'C+CC~3C~~a0+50+60 i i ~ ~ ~ BUN iNVER, ~Of 7A QW ~ ~ ~ ~ / ~ S'R CO-+- I _ ~
SCALE: 1 "=4v^~ .,OK:Z 1 - 4' ?~=4' :~R' ~ I I ' ~ ii ~ I
~ONGsTUDINAL CROSS-SEC?ION CROSS-SECT~~ON THROUGr SECT~~ON >'HROUG>1 P~FE 32' ~ ~ ~ ~ r 'nl~ ;-F? ~e BFI , , I N'^vTE t _ _ ~A~ NG ~ I ~ ~ ~ I I ~ ~ ~ ~ ~ ~ i ~ i i A CI;LVERT THA' n~AS FA'~~EC -
i ~ r~ - - _ ~ ,~D , -1-j-~--fi- -t ~ t ~ , --a ~ ~ ~ NO aC;,uRa?E CREEK r_RCSS-SECTION
I I i ~ I I ~ A~ ~ ~ CAN BE DRAWN FOR 'hiS
3 -5G-SG-4C-30-20-10 ~ +"C+2G-3040+55+6C~ ~ NS L~ ON.
SCALE 1 "=40' FOR Z. - 4' 1 "=4' dER? -
~2NGi':uDINa~ CROSS-SEC"CAN CROSS-SEC'~ON TNROuGt~ PPE
L ~ I ~ i i ~
I i - I
4UB¢ I I ~ , 3 ~ a ~ _1_-.--
~ ~ ~I ~ ~ ~ ~ ~ ~ ~ ~ '
3?' E--- - . - ~ I
3 6 rt-- __rt _ ~ ~ I~ -
' ~ ~ ~ i ~ l veowseo vaoeeo I I r- ~ _ 35 ,
~ _ I ~ I I ~ i i I _ ~ i~ i fq siovc 2.~
3' 4 r- - I ~ i I I ~ i ~ ~ ~i ~ r~:~ ~ I 1_ r -
I I ~ ~ ~ ~ ~ r t 0.'P I 1 1 I i l T" : _
31'' ~ L-- -i ~ti L- , ~ rR :
IXiS 4 51P E~•~ ' i I I. ! ti l J _ f l~ I '1 ? ~ _ -t-. ~ r _ ~ ~ l~ 1 Imo: r ~ ~ r r
~T
~ ~ ~ 310-, I~ i ~ I ~1 i r uo Y ~ ' - -
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SCALE i "=40' HORIZ.
LONGITUDNA~ CROSS-SEC'i0N CRESS-SECTION 7HRO~G~+ PIPE
NO. REVISIONS DATE yyoc1=q~ DRAWN BY. T.A.S.
At- SITE TECHNOLOGIES, INC. =~E- = 3/0a "Y
Pine Vall?anville Subdivisi Land Planning & Landscape Architecture Brassfield Township, County, North Car P.o.eox ~s~2 oxford, NC 27565 Owner: Gary Felton Land Investment Co., Inc. aslon DESIGNED BY: T.A.S. SHEET: 12
Erosion Control Details orth Carolina
nc DATE: 4/23/04 OF: 12 .
~o o ~ 919-693-2927 EMAIL: [e-mail] P, O. BOX 109, Raleigh, NC 27605 SCALE: AS NOTED JOB NUMBER: 0314

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I _ - i ~ 18" R.C.P. ®11.849; ~ ^ \ \ \ 1 r T~AVd MULCH WITH NYLON ~ .X ~ ~ f ~ ~ BLOCK C ~l'~, vC ~ ~ ~
~ INV. IN = 344.OQ - ~ ~ ~ NETTING STAPLED IN PLACE - ~ i V ~ j ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ k ~ V ,V x ' ~ ~ _ ~
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_ _ _ -IEMP.ORAR~' SEt'~MENT BASIN N0.24 ~ - ~ ~ ~ ~ I ~ ti y 'IN CENTjER OF D ~ ~ ' Z ~ - - 23'W X 44'L X 2'D ' ~ 14'W X 28'L 'J( 2'D DISTUvRBANCE ~ I , j SEE D~TAIL IN CENTiER OF DICHUNE ~ l ~ ~ ~ , ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ ' ~ J i ~ ~ ~ SEE D TAIL ~ ~ : ~ k ~ ~ ~ /
1 WEIR LENGTH: A V ) ~ / WEIR LENGTH 6 ~ ~ - , ~ ~ , A ,i ~ ~ ~C ~ V / 1 i ~ A X ~ ~
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WI FUT RE • TEMPORARY SEDIMENT BASIN N0 23~ ~ SEE DETAIL LIMIT OF ~ ~ ~ R TH TH ~ ' 22'W X 44'L X 2'D V DISTURBANCE i ~ ~ + ~ 7 ~ ~ ~ i i
QU~R p r TEMPORARY SEDIMENT BASIN "NQ,26 i lU ~ ~ WEIR LENGTH: 6' Lq E i \ \ P il'W X 22'L X 2'D /i ~ ~ F--~
~ I ~ ~ ~ ~ , ~ WEIR LENGTH: 4' ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ t ZONE 1 RI~ARiAN SUFFER' ~ ~i ~ fU ~i~
' STRAW MULCH WITH NYLON ~ ~ ~ NETTING STAPLED IN PLACE ~ V ~ _ ~ ~ ~ ~ ~ ~ ~`t A \ ~ ~
i IN CENTER OF DICHLINE RIPRAP ENERGY DISSAPATOR , , - J , ~ ~ I e \ ~ ~ ' ZONE ~ 2 RIPA~IAN BUIfFER
! -SEfi DETAIL ~ CLASS '2' RIPRAP ~ _ SIZE: 6'W X 15'L X 36" THK. ~ 1 I ~ ~ ~ ~ ~ ~ r \ ~ ~i 1 A ~
I BARRICADE THIS ENTRANCE DURING CONSTRUCTION OVER ENGINEERING FABRIC i I ~ ~ ~ ~ ~ ~
-USE WOODLAND, PINE VALLEY, AND FORREST -SEE DETAIL - _ _ _ ~ ROAD ENTRANCES DllRING CONSTRUCTION _ ~ A
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NO. REVISIONS DATE a~owovu CAR DRAWN BY. TAS.
ISSUED FOR B1ooINC 5,3,04 ~;.°vCAR sc....~ SITE TECHNOLOGIES, INC.
Pine Valle Subdivisioi tslon ' DESIGNED BY. TAS. (Public Road) SHEET: 10
ISSUED FOR "`o`"° EXPRESS REVIEW 5/19i04 . ~ ;s, a . Land Planning & Landscape Architecture Brassfield Township, ranville County, North Caro P.o.eox 1612 Oxford, NC 27565 Owner: G8ry Felton Land Investment Co., Inc. rth Carolina
DATE: 4/23/04 Road 12 Profile Station ( 0 + 00 to 8 + 31-23) OF:
Inc.
wog _ ~ sus-ssa-2sv EMAIL: [e-mail] P. p. Box 10809, Raleigh, NC 27605 HORIZONTAL 1'•40' JOB NUMBER: 0328 SCALE: VERTICAL t :4

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Fk rst
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o,, Robert Ellington ~
BPS ~ .NOTE: ~ Zonin R - 3 9 war 1 LANDS ~ 140 r
Y R ~Q ' TOPOGRAPHIC AND CENTERLINE DATA -FROM SURVEY CONDUCTED BY JAMES R. WILSON, REGISTERED LAND SURVE 0 T F R H CAROLINA AND CITY OF CREEDMOOR. hP RDUP
2. ALL CONSTRUCTION SHALL BE TO THE CURRENT STANDARDS AND SPECIFICATIONS OF THE S ATE 0 NO T TRUCTION SHOWN ON THESE PLANS. ~ i 3. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSF PAVEMEN OR FACE OF CURB UNLESS OTHERWISE NOTED. t MAY ae~ 2 0 200
4. ALL DIMENSIONS AND STAKING POINT LOCATIONS ARE TO THE EDGE 0 L ~ R , lIIAI' ~ ~ 4
5. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH Tr~E CITY OF CREEDMOOR SUBDNISION ORDINANCE SHALL BE IMMEDIATELY - „ , ; i ~ L ~ ~ ~ ~ A usrMENT. Lot 1 7, 8k. 13 0 ~ . . ! rr a' sr c , REPORTED TO THE LANDSCAPE ARCHITECT FOR DJ WA ~U~~
H WN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY' THE LOCATIONS OF ALL ~ u _ 1t4JM 6. LOCATIONS FOR EXISTING UTILITIES S 0 Fine Valle SUb d. ~ _ UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO SAME. y - " H. L. Whitfield Heirs C ~K ~N
AT A L TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND BARRICADES FOR THE PROTECTION OF THE SITE. - x ~ ~ ~ ~ , 7. THE CONTRACTOR SHALL L P V M NT STRUCTURE SATISFIES THE APPROVED DESIGN. Zoning R 3 ~ ~ ~ ~ ~ j ~ ~ f RD R1. 56 ~ ~ Zoning R - 2 ,5 ~ ~
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING VERIFICATION CERTIFYING THAT THE A E E PAVEMENT THICKNESS BY TYPE. A CERTIFIED ~ o+ THE CERTIFICATION MUST INCLUDE CORE LOCATIONS, SUBGRADE, BASE AND PAVEMENT DENSITY, AND BASE AND o / ~ r ~ ~ ~
T I Y A PROFESSIONAL ENGINEER IS REQUIRED, 88k~ t / ~ ~ ~ REPOR S GNED B ~ r~ Y W
9, CALL NORTH CAROLINA ONE CALL CENTER (NCOCC) 1-800-632-4949 BEFORE DIGGING. W ~ a ry \ ~ ~ ~ ~j~ 10. SHADED AREAS SHOWN ADJACENT TO STREAMS AND PONDS ARE RIPARIAN BUFFERS PROTECTED BY THE NORTH CAROLINA DIVISION OF WATER QUALITY (NCDWO) ~ ~ ~ / ^D ~4 e
ZONE ~ RIPARAIN BUFFERS EXTEND FROM THE TOP OF THE STREAM CHANNEL FOR a DISTANCE OF 30' PERPINDICULAR TO THE CHANNEL ZONE I IS TO BE AN A _ v A SR
AREA OF UNDISTURBED FOREST VEGETATION. NO TRACKED OR WHEELED EQUIPMENT IS ALLOWED IN ZONE 1 EXCEPT AT STREAM CROSSINGS DESIGNED AND APPROVED a ~ ~ ~ ~ ~ ~ ~ r ~ " PER THESE PLANS. xS0 i ~ ~ ~ ~~p ~ o ~ 0
T EDGE OF ZONE 1 RIPARIAN BUFFERS. THE COMBINED MINIMUM WIDTH OF ZONES 1 AND 2 o f o i ZONE ~ RIPARIAN BUFFERS EXTEND FOR A DISTANCE OF 20' FROM HE T MAY B MANAGED TO M'~NIMIZE SHADING ON ADJACENT LAND OUTSIDE i ~ 87k~ ~ i / ~ ~ w _ ~
A N ALL SIDES OF A WATER BODY. ZONE 2 IS TO REMAIN FOREST VEGATION BU E ~ o ~ ~ A 1 SH L~ 8E 50 0 OF THE RIPARIAN AREA IF THE WATER QUALITY FUNCTION OF THE RIPARIAN BUFFER AREA IS NOT COMPROMISED. NO STURCTURES ARE TO ENCROACH INTO ZONEt ~ r ~ ~ k~ \ ~ :
OR ZONE 2 RIPARIAN BUFFERS WITH THE EXCEPTION OF ROAD CROSSINGS APPROVED BY NCDWO AS SHOWN ON THESE PLANS. A ~ ~ ~ ~ ~ \ ~ 4 .
~ ~ A o °p~~a ' \ ~
CONSTRUCTION SEQUENCE: ~ ~ ~
~ ° ' p ~ ~ \ ~ ~ ~ . ~ ~ iii ~ , ~ \ ~ /e/, ~ ~ S ~
~~V ~ 1 ~ A ~ q i. OBTAIN A GRADING PERMIT. 7 AN VEGETATION NECESSARY TO GAIN ACCESS TO ~ ~ ~ ~ ~ ~ + L ~ ~ ~ ~i/i ~ kg I ~ ~ ~ ?
N. BASINS CLEARING ONLY THE TREES D ~ J 2. INSTALL GRAVEL CONSTRUCTION EXITS, CULVERTS, AND TEMPORARY SEDIME
THESE LOCAT~ONS. ~ _ i ~ T ~ IV R I NS AND DIRECTING RUNOFF TO INSTALLEC TEMPORARY SEDIMENT BASINS i 3. CLEAR AND GRUB TREES AND VEGETATION AS SHOWN ON PLAN, INSTALLING EMPORAR(D E SO ~ ~f!/ i~ ~ - ~ ~i ~ ~ !j. i ~ ~1 ~ a
TO DIVERT RUNOFF AWAY FROM NEWLY GRUBBED AND GRADED AREAS UNTIL DITCHLINES ARE ~ x, oo.f I, ° ~ ~ ~ AS THE WORK PROGRESSES INTO SITE. TEMPORARY DIVERSIONS ARE ~ ARv DIVERSION DITCHES IMMEDIATELY TO PREVENT UNNECESSARY EROSION, i ~ v 36 I ~ ' r / 0,4' ~ o P, - ~ ~ ~ ~ no o sca e
T' Y TA I I D WITH VEGETATION. SEED AND MULCH TEMPOR ~ 1 ADEQUA E~ S B L ZE 4 GRADE SITE AS SHOWN ON PLAN/PROFILE SHEETS FOR EACH ROAD. STABILIZE ROAD BED AND DITCHES WITH ROAD BASE GRAVEL AND TEMPORARY/PERMANENT SEEDING ~ ~ ~ ~ A ~ ; , ~ ~ ~ o icini a ~ , i,..~ ~
Vu' SHOWN AND VEGETATE DISTURBED i 1 ~ ~ AND PLACE RIPRAP ENERGY DISSAPATORS AT CULVERTS AS WORK PROGRESSES INTO SITE. PLACE EROSION CONTROL DE ~ES AS _ ~ ~ I / _ ~ ~ ~ ~ ~ i. ~ ti ~ / i ,y0 i
SLOPES IMMEDIATELY. ~ ~ ~ ~ ~ ~,r ~~k R A CAN BE PLANTED OR OTHERWISE PROTECTED WITH GROUND COVER, DEVICES, OR STRUCTURES _ o -~"O ~ ~ ~1 / ~ ~i ~ I ~ t i; 1 i - ~o
N~~E PHASE CONSTRUCTION OPERATION SO THAT DISTURBED A E S RKING DAYS. XI 40 _ SUFFICIENT TO RESTRAIN EROSION WITHIN 15 WO ~ MAI T NANCE ARE TO 9 - AN N E 4 ~ i ~ A , I / /i ~ ~ ~ ~ ~ ~ ~ j i j ~ ~ ~ ~ \ I
~ R PAIR D ~ o AFL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND Ar ER ALL RAINFALL EVENTS. NEEDEC E ~ I ~ f i, MADE IMMEDIATELY.
~ 0~ p i. ~ f ~ ~ Oi~"J X~
- IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE ~ TR PLAN THE PERSON RESPONSIBLE fOR THE LAND DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION. ' ' ~ ~ ~ ° ~ OF THE APPROVED EROSION CON OL _ ' - ~ ~''/;i',%, S ¢ i to ~
~ ti ~ k 4p - iF THE PERSON RESPONSIBLE FOR THE DISTURBANCE FAILS TO TAKE INITIATIVE TO KEEP SOIL AND DEBRIS ON SITE, ENFORCEMENT ACTION MAY BE TAKEN AGAINST ~ A ~ _ _ S ~ i , / i., , / ~ ~ Oi/ ~ ~ ~ /j " ~ b ' /
- R ER ISSUED. / V ~ ~ ~ ' ~ po 94 ~ T R YOKED AND OR A STOP WORK 0 D ~ Th~ S1iE AND THE GRADING PERMI E ~ x ~ _ ~ f ~ V ~ 94 6 ~ s ~ ~ ,i
T ' D AREAS. / ~ ~ ~ t,__ j ~ - 6. WHEN CONSTRUCTION IS COMPLETE, PREMANENTLY STABILIZE ALL DIS URBE ~ ~ i,,~l, ~ ~ ~ s i ~ - y
r ~T P R Y R ION CONTROL DEVICES ANG INSTALL PERMANENT VEGETATION IN THEIR PLACE. / I \ ~ ~ _ ~ p ~ ~ ~ ? AFTER ~ HE S~ ~ E IS FULLY STABILIZED, REMOVE ALL TEM 0 AR E OS _ ~r1 ~ 1 AR AN F FOR A FINAL INSPECTION WITH THE EROSION CONTROL INSPECTER- ~ ~ ~ XI R G_ !l ~ f~ o ~ / i 6 ~ ; ~ Ij o 1
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P Pine Valley Sub d. _ ~ I i ~ ~ % \ i < ~ ' ~ - i r' % K 370.., ~ N ~ V 1 ~ ? . a v
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P. 0. Box 10809 ~ ~ M ' i~~ i ~ ~ ~ _ _ I i I a X50 ~ ~ 'i; X
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f n 1 rv r I,", ro osed R W s 50 Pro essio a Land Su e o P y ~ ~ ~ ~ a
- Lo = - ~ t size 14,520 S. Ft. or I r P. 0. Box 455 Creedmoor, NC 27522 ~ , q age r i o ~ o ~ u . ; ) I o' ~ ,
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919-528-3184 EMAIL. 'wsurve ix.neicom.com 1 Y , ~ ~
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g ~ ~ g ~ SEAL 0 g ~ I ~ u Zoning R - 2 ~ ~ ~
~ L-2452 $ ~ ~ ~ r ~ ~ a
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NO. REVISIONS GATE o ¦ ¦ DRAWN BY.T.A.S.
SHEET:
EG FOR BIDDING 5/3/04 Subdivisi( `pRSITE TECHNOLOGIES, INC. Pine. VallYra, vislon DESIGNED BY: TAS. Sketch Subdivision an V h Carolina
5`UE° FOR "C°"'° EXPRESS `ER"""""` 5i19i04 . r'46 Asa ~ . Land Planning & Landscape Architecture Bf3SSf1@Id TOWnShip, 1 ort ~
V111@ County, North Ca P.o.sox 1612 oxford, NC 27565 Owner: Ga Felton Land Investment Co., Inc. DATE: 10/2/03 OF: 12
. Inc.
919-693-2927 EMAIL:. [e-mail] P.O. BOX 1009, Raleigh, NC 27605 , JOB NUMBER: 0328 SCALE: t'-too
WOMAN 0 MOM

LEVEL SPREADER r •i ~ I I ~r ~ ~ , ' I ' t ~ I ~ ' ? i ~ I I ~ I I I ' i
t 1~ I ~ I I i i 1 I I j MIN LENGIIti: 16 t ; ~ ' ~ ~ t ~ ~ ~ ~ ~ ' ~-I-+ r ' 1 I ~ I I_ ~I i ~-i - t ~ ~ I i~ ~
-SEE ETAIL f ' ~ I ~ ~I ~ I ~ ~ I ~I ~I~ ~ ~ rr ~ r ~ I ~
~ ~l ' r : F, ~ ~ ~ LE.VEC SPREADER - - - _ ~ \ i ~ i- r ~ I i ~ _ 1 + I--! ~t ~
~I f ~ I ' ~ ~ t ~ ~ MIN. ENG : '1 U RIPRAP NERGY D~SSAPAT~R , ~ ~ ~ ~ ~ , ~ _ _ _ ` ' ~ ST~'AW. MULCH WITH NYLON~~ . ~ ~ ~ ; ~ ; ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ - - ~ ~ I ~ A - - ~ NETTING~T LED IN PLACE ~ ~ f ~ ~ - 9P I -l r-r-~~_ I ~ \
I i ~ S All - ~ CLASS 18' RIPRAP ~ ~ i , I ~ - 7 ~ r IN NT R ~ IT H IN ~ ~ ~ ~I ~ i i ~ I-( i , CE E Df,DCLE I ,i ~i
SI E: 6'W x 9'L X 24" r K. 1 ~ i _ , ~OvfR ENGINEERI FA IC , ~ y~M H - ! ~ - -SEE DC~A1L _ ~ ~ I ~ j ! ~ 1 ~ f L ~ i ! I
- EE All ULChyWtT T~IYCOIT- f ~ ~ •~'NETTI ybTJCPLED IN _ ~ ~ I~ ( i ~ I TAMP RARY S IMENT BASIN N0.4 ~ ~ ~ ~ i 1 , ~ ~ , I ~ ~ ~ 19'W X 38'L X 2'D ~ ti.. ~ I I ~ ~ I
~ ~ ~ I LATER S1F-OtTCtitiNE' _ - ~ 1 ~ ,.r -SE All ~ _ ~ ~ A WEIR LENGTH: 4' tir'••. ' ' ~ ~ ~ I ~ ~ ~ I ~ ~ i !
1 ~ / ~ ~ ~ TEMPORARY SEDIMENT ~ASIN O.l ~ ~ - - ~ ~ ~ .
• IPRA =Cl'iECK DAM r 16'W x 32'L ,x 2 D~ LNN~~ ` - 0 ~ \ \ \ ` -
~ ~ EI LENGTH: 4 - ..Q~ ~ f ~ ~ - \ _
C--- N1••N TEMPORARY SEOIAiENT BASIN 2 ~ ~ ~ I ~ ~ ~ ~ ~ ~ ZONE 1 RIPARIAN BUFFER ~ A
I . STRAW MULCH WITH NYLON 15'w 30'L x 2 D , r ~ ~ ' C'r;1LVERT ~3 - 4 L.F. OF LEVELS EADER ~ J~ '~tlC~j~y ~ 18" R.C.P. 1.563 ~ . _ ~ MIN. LEItl TH~, 10' NE 2 RIPARIAN B FER
NETTING STAPLED 1N PLACE WEI LENGT~I: 4' / IN CENTER OF D]TCHLINE ~ ' ~ ~ ~ ~ , ~ ~.f,•~~ INV. IN X28.00 ~ ~ -SEE DETA ~
-SEE DETAIL ~ ~ ~ i f ~ ~ ,i i/ i, ' AINV. OUT = 3 .2 ~
/~j// i l/, / ~ ~ ~ / f \ ~ ~ •
iDITCHI~(N ~ \ % E_t / j ~ ~ p V~ ~ RIPtRAP ENERGY DISSAPATOR ~ ~ i ~ Q ~ CLA~S A RIPRAP
i / ~ ~ ~ ~ ~ • : IZE ~ W X 9'L X 18" THK. ~ '~y ,r ~ ~ OVER GINEERING FABRIC i ~ -
AT R ~ % RIPRAP ENERGY DISSAP 0 ~r j ! ~ ~ -SEED 7AIL _
CLASS 'A~ RIPRAP / ~ SIZE: 6'W x 9'L x 18" THK- I ~ ~ •
1 t OVER ENGINEERING FABRIC DtTGN~ ? ~ r•..... ....~tF.N ~ A / / J 1 ~ /
-SEE DETAIL i ; /TEMPbRAI2 ~ i , r \ y
MP RA Y1 IMENT A IN N 3 ~ ~ Tf 0 ~ SED B S A LIMIT OF ~ -'t 1'W X~22'L x 2'D ~ DISTURBANC ~ ~ ? I / ~ V••.. ~ •h J . • /
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STRAW MULCH WITH NYLON i ~~~G i / ~ •.q' INETTI~G STAP 0 I C ~ ULVERT ~2 - 60 L.F. OF / \ IN CERTER ITCHLI ~ , - 1 I NETTING STAPLED IN PLACE ~~l~ ~ ~ ~ t8" R.C.P. ®10.09' ~ 1 ~ ~ ~ i I 4• i ~ / ~ ~ /
IN CENTER OF DITCHLINE% ~ ,l i/ j - -flE'(AIL ~ ~ - INV. IN 335.00 ' ~ t~ ~ LIMIT OF ~ ~ / I , DISTURBA~'
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~ ~ ~ ~ ~ A / / i IN CENT R OF DITCHLINE ~
/ i / ~ , i - ~ / ~ i ~ -SEE DETAIL ~ ~ / / ~
/ ~ 18" R.C.P. 3.679 ~ / / - D~ - ~ ~ '~~I i ~ ~ ~ ~ ~ '
~ / I INV. IN = 352.00 - ' ~ ~ , ~ ~1 ~ / ~ INV. OUT = 349.80 ~ ~ ~ , i , / ~ ~ ~ ~ O ~ ~ ~ ~
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0 ~ i 1 ~ 1 i / ~ l / t ~ ~ ~ ~ ~A ' f ~ SHEET 11
i / ~ ii O ~ ~ / f ~ ~ /
0 \ / I ~ i ~ I i ~ i / ~ ) ~ ~ ~ I ' RIP AP ENERGY AP'ATOR ~ 1
/ / V t ~ / i ~ ~ , i i ; ' ~ SEE HEET~3~11
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_ _ _ _ _
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330..0.. _ . _ _ _ _ _ _ . _ - ~ . ~ .
. - _ , _ _ - _ - _ _ ~ - _ _ ~
_ - - _ _ -t- - _ _ , _ . _ . l ~ KA _ CNERT {2 = 60; t.P:- 0 _ _ _ CULV€RT ~9 R8 :f, OF _ _
_ _ _ - _ . _ N
_ _ _ IAIV !N = 328:80 . _ _ _ d _ ..a _ - -
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_ _ _ . - _ ~ _ _ _ _ _ _
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_ _ _
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_
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_ _ c90 0 _ _ _ _ 290.0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+00 8+00 9+00 10+00 11+00 12+00
NO. REVISIONS DATE ~p0o Valle Counl Subdivisior
5 8 DRAWN BY. TA.S.
bo w+~y s ISSUED FOR BIDDING 5/3/04 SITE TECHNOLOGIES, INC.
ISSUED FOR NCDwO EXPRESS REVIEW 5/19/04 a //~~y~~~ North Carol " ` sion • DESIGNED BY: T.A.S. Forrest Road (Public Road) SHEET. 2
Asa . Land Planning & Landscape Architecture BrassPine field Township, ra P.o.aox 1612 Oxford, NC 27565 Owner: Ga Felton Land Investment Co., Inc. t Carolina
Ic. DATE: 4/23/04 OF. 12 n oa Profile Station to 12 + 00 SCALE. HORIZONTAL: t '-40 JOB NUMBER: 0328
` 919-693-2927 EMAIL: [e-mail] p, 0. BOX 1009, Raleigh, NC 27605
VERTICAL: i ¦8

1
1 ~ ~ A ~ x ~ ~ ~ ~ ~
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i ~ ,i ~ ~ ! ~ ~i ~ X ~ IPRAP ENERGY OISSAPATOR \ i ~ \ j ~ ~ , ~ CLASS '2' RIPRAP ~ I\ /
\ ~ ~ ! ~ ~ IZE: 10'W K 30'L X 6" THK. ~ u
f r RIPARIAN BUFFER 0 ER ENGINEERING FAB ~ ~ ~ i / \ I -S DETA L ~ , x ' E`~ i
~ I I I PATARA ~ M C ~ ~ x r ~ I ~ r ~ ' L`l(LVERT ~5 - 74 L.F. F ~ ~ ~ ~ ~ t-~--~ i, ~ y, :~Y i ~ • 36"~R.C.P. 0 2.38 ~ ~ f ~
~ IfIV. I~ 300.00 ~ I J
~ ~ OUT ~ 298.0 A i f
~ ~ ~ ~ LEIYEL SPREADER ) ~ ~ . ~ ~ UMI~ OF , A ~IIN. NGTH. ~ I ( ~ i i
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~ i 9'W X'~ 18'L X 2'D i > % A.G. SC-250 ROSION I I I I ~ WEIR LENGTH: 4' I ~ ~ ~ " ~ . ~ CONTROL LINE ; ~ ~ '
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I ~0 ROL LIN R IPRAP ENERGY DISSAPATOR ~ ~ ~ ~ I SEE DETA ~'Y~k CLASS 'B' RIPRAP ~ ~ ~ ~ ~ ~ ~ ~ I i
~ i t i ~ I I ~ ~ ~ / i ~ S ZE: 6'W X 9;L x 24" ~{K r ~ I
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~ ~I ~ -SEED I ~ ~ ~ i TEMPORARf SEDIM~T BASIN' ~ ~ 1 i ~ f } ~ ~ ~ ~ ~ I -t---~-- N0.7 9'~! X 18'~ ~X 2'C ~ i ~ i I ,
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i i
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~ T MPORARY SEDIMENT SIN N(~`~ I
~ ~ ` I~'RAP ENE Y DISSAPA~OR ~ 21'W X 42 ~ X 2'D~ ~ ~ DI HLINE ' ~ r ~ ~ ~ . ~ ~
CLA~S 'B' R1PR,(aP WEIR LENG~k1~, 6' ~ i'x ` ~ ~ N.A.G. SG-250 ~ROSIQN I • ~ ! NE ~ I SIZE.-6'W X 9'L'>r 24" TNK. ~ 1 Y` ~ CONTROL,LINER, 1 i
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INV. IN - 3~9 5,00 ~ i ~ 1 k ~ ~ ~ l' V 18" R.C.P. ®1.92 ~ ~ ~ I I il' ~ ~ ~ ~ ~ ~ INV iN , 309.00 / i
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~ ` , A , ~ ~ / TEMPORARY SEDIMENT! BASIN ,N0.8 v X ~ ~ 35'NY X 70'L Y( 2'D ~
i ~t ~ SILT FENCE ~i ~ I R LENGT ' 10' h'~ ~ ~ ~ w, ~ ~ TOE pF SLf7P ~ ~ f
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_ _ _ - - - _ _ _ _ - 3300
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PROFILE 30' RpHf OF CEN'!'ERI,tNE _ .
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. 300,0. _ - _ _ _ ~ 3000
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_ _ _ - -
1;J2 248' - _ - _ _ - _
_ _ - _ _ _ .290,0
2900 _ _ _
1~LVERT 5 SD L:F: OF - 36° R:C.6; 2,38
3 -
INV OUT = 8,00 _ - _
_ _ 280.0 _ _ _ 280,0
_ _ _ _ _ _ _
20.0 _ . ....2700
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 9+00 ~0+00 21+00 22+00 23+GO 24+00
NO. REVISIONS DATE oopaOOOCARpOpp~ DRAWN BY.- T.A.S.
oo~~pR~" °`'tiN, ISSUED FOR BIDDING 5/3/04 o a~~~Nusc+'e q ~ ~g INC. Pine Valle ' Subdivision P% 8 31on DESIGNED BY: T.A.S. Forrest
s TECHNOLOGIES, SITE !SSUED FOR NCDWQ EXPRESS REVIEW 5/19/04 53 Land Planning & Landscape Architecture assf Road (Public Road) SHEET. 3
g 1Pp, nvi lle County., North arolin Br ie! Twnh a o s o ar0lina
P.O.Box 1612 Oxford, NC 27565 4 Owner: a Felton Land Investment Co., Inc. a 12 ?c. . Profile DATE: 4/23/04 0 Station (12+00 to 17+27.16) OF:
~~IM~1N StP" A 919-693-2927 EMAIL. tastall@to road.net
o p 0 9 ry10809, Raleigh, N 27605- o P. . Box paaooua SCALE: HORIZONTAL 1 "`40' VERTICAL. i =4 1 F JOB NUMBER: 0328

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NO. REVISIONS DATE ~ • C`R°:Z DRAWN SY' T.A.S.
~~a N tt ISSUED FOR BIDDING 5/3/04 SITE TECHNOLOGIES, INC. Pine VallYra
Subdivision ISSUED FOR NCDWO EXPRESS REVIEW 5/19/04 * Y 753 Land Planning & Landscape Architecture ion DESIGAW BY.' Las. (Public Road) SHEET 4
lVlll@ County, North Carolin ''°r~~ • i Carolina
P.O.Box 1612 Oxford, NC 27565 Brassfield Township, l oArE. 4/23/04 Road Profile Station (0 + 00 to 12 + 00) OF. 12
Owner: Gary HORIZONTAL 1 ":10~
919-693-2927 EMAIL: [e-mail] Felton Land Investment Co., Inc. P.O. Box 10809, Raleigh, NG 27605 J08 NUMBER: 0328 SCALE; VERTICAL: t•~*

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_ _ _ _ _ 0
?0.0 _ , 12+00 13+00 14+00 ~5f00 16+00 17f00 18+00 19+00 270. 19+00 20+00 21+00 22+00
NO. REVISIONS DATE DRAWN BY: T.A.S.
SITE TECHNOLOGIES, INC. Pine Vall?anville Subdivisio I SSUED FOR BIDDING 5/3/04 ?apt +t v 'SS~E° FOR EXPRESS REVIEW 5i19i04 7s3 = . Land Planning & Landscape Architecture slon DESIGNED BY. T..S. V Road) SHEET: 5
h Carolina
P.O.Box 1612 Oxford, NC 27565 Brassfield Township, County, North Caroli Owner: Gary Felton Land Investment Co., Inc.
V. DATE: 4/23/04 Road Profile Station (12 + 00 to 22 + 00) OF: 12
' "0r. 919-693-2927 EMAIL: tasta/[e-mail] p, 0. BOX 109, Raleigh, NC 27605 HORIZONTAL: 1 "-40' SCALE: VERTrAL• 1 "-4' J08 NUMBER: 0328

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_ _ _ _ _ 300,0
300.0 _ 22+00 23+00 24+00 25+00 26+00 27+00 2800 29+00 29+00 30+00 31+00 32+00 33+00
NO. REVISIONS DATE cgqo( DRAWN BY. T.A.S.
ISSUED FOR BIDDING 5,3,04 SITE TECHNOLOGIES, INC. Pine VallY Subdivisioi
II 55~EO FOR NCoWO EXPRESS REVIEW 5/19/04 * a° ,53 a * Land Planning & Landscape Architecture Brassfie/d Township, nville County, North Caro P.o.aox 1612 oxford, NC 27565 Owner: Gary Felton Land Investment Co., Inc. WON 919-693-2927 EMAIL; [e-mail] P.O. BOX 109, Raleigh, NC 27605 fsion DE&GNEDBY. T.A.S. (Public Oa SHEET: 6
h Carolina
DATE: 4/23/04 Road 12 Profile Station (22 + 00 to 31 + 89-53) OF nc
HONZONTAL~ 1"-40' JOB NUMBER: 0328
SCALE: VERTICAL; 1 -4

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~ , ~ /i i , ~ \ 11 ITC LINE 1 S DETAIL . ~ ~ _ _ ~ ~ ~ ~ --r~
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_ _ _ 3100 _ _ _ _ r _ _ _ 31
_ _ _ _ . _ _ _ 0
3000 _ _ 1 +00 2+00
0+00 1+00 2+00 3+00 4+00 0+00 1+00
NO. REVISIONS DATE o~~,eY TAS. Pine Valle Drive + Road lO• DESIGNED BY: 7.A.5. ROaU PI OfIIG ~Lion ( (Public
ISSUED FOR BIDDING 5/3/Oa `.w y.
`ASITE TECHNOLOGIES, INC. Pine Valle Subdivision O) SHEET: 7 + 00 to 3 + 53-4
ISSUED FOR NCDwO ExGFE55 REVIEW 5/19/04 * p 753 Land Planning & Landscape Architecture Carolina onre: 4/23/04 and (Public Road OF. 12 • SCALE: ~~ZOHfn1: ,•_w• Road Profile Station (0+00 0 1+65-06) JOB NUMBER: 0328 -
P.O.Box 1612 Oxford, NC 27565 Brassfield Township, Wanville County, North Carolina
Owner: Ga Felton Land Investment Co., Inc.
919-693-2927 EMAIL: tasta/l@g/oryroad.net P.O. BOX 1009, Raleigh, NC 27605 YMCAL 1"-4'

/ / - - - - - - - ~ 1~7 ~ i --T ~ ~ ~ ~ ~ ~ _
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/ i / ~ ~ i x - l j ~ ;
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~ ~ ~ ~ LEVEL REA E ~ OVER F,NGiNEERtNG FABRIC ~ ~ .C3
ti R AP E E DISS 0 ~ 9 ~ ~ ~ ~ v~ _ SIZE: fi'W X 9'L t SS '8'. RIPR f ~ , ~ j . _ ~ ~ • ~ ~ ~ ~ ~ bVER,ENGINEEf SIZE: fi'W X 9'L X 1 "THK. ~ ~ ~ / -SEE~E AiL ~ ~ RI F ~ -SEE. DETAIL ~ ~ ~ • ~ bVER,ENGINEE NG QRIC ~ % ; ,RIP RGY DISSAPATOR ~ ~ ~
s SIZE: 8' X 9'L X 24" K. ~ ~ ~ ~ - , / ~ ~ - M LENG~'Fi 23' I ' / ~E -5EE DETRtI~ ~
OVE E INEE G F RIC ~ ~ ~ ' S ET / ~ ~ ' ~ ~ TEMPOR RY S DIMENT _ A i ~ ~ ~ /CLASS ' RIPRAP p` / ~ ~ ~ ~ , ~ IZE: B~1' X 9'L )F 24" ~K. ,7, ~ l,J / i
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~ ~ ~ ETTI G TAP LED I PLI4CE , y ~ ~ _ UL E x.14 56 L. ~ ~I I / ~ ~ / ~ - ~ ~ 1 ®5.; CEN ER pF D TCH'I ~ ~ ~ , ~ ~ / _ , 1 ®5.36% ~ ~ ~s ~
~-SE DE L i . ~ / ~ ~ i INV. OUP= 32C ~ 1NV. = 323.00 ~ • ~ ~ i~ • ....J, ~ ~ E J2 ~ INV. OUP= 320 0... . > ` ~ HLIN
1 ~ ~ / LIMIT OF 1 ~ DISTURBANCE ~ ~ i r d ~ _ -
_ ~ 1 ~ ~ ~ ~ ,1 ~ ~ ~ / / INE ~ + piTCHI 3~0 316 ~ ~y 1V~ R ON i
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- • ~ / / INV. IN ~i-2,50 i
TEMPORARY SEDIMENT BASIN N0.18 N R /,j/,/ - DvER ENGINEE LNG 9'W X 18'L X 2'D % - _SE , , ~ ,y N 'G2' ~ i ~ INV. 0 T'= 311.50 _ - - ~ y _ ~
WEIR LENGTH; 4' • ? ; , / ~ pITCHU ~ ~ 'r , / / - - fE CE ,A ~ / _ ~ p ~ / / ~ ~ Sf~AW MULCH WITH NYLON i /TOFU OF/SLg~ES ~ ~ _
RIPRAP CHECK DAM / SEE DETAIL i.; ~ i~ •.••''r / VERT X~ - 8 L.F. OF NETTING STAPLED IN P1A6E~" ~ ~ i i ~ ~ ~ ~ IN CENTER OFA12tiC(NE _ - ! 24 R.C ~ 2.17 _ - - ~ -
~ • i EXISTING PAVED .~j ~ ~,y~ / / ~ N • N .20 ~ / ~ ~ ~ ~ ~ _ - - - - - - -~E~ DETAIL _ , - N .20 ! % ; ~ ~ INV.,1r~ 308. (Y' -
DRIVEWAY AND ~ ~ iii/~~/ /~.~j/'~ ~ i i CuLVERr TO ~ ~/jam - _ _ ~ _ 19;W~K 37'L X / / 7'L X ~ ~ ~ ~ i~ ~ / OUT ='1 .00 _ _
REMAIN SILT NCE A ~ LEN¢'fH ~ ~ T :r; DI - l ~ EN H ~ ~ / ~ f ~ CONCR ~~HEADWALL _ - _ i ~ _ _ _
TOE OFI SLOE _ E 'E2' .......y»• : ~ STRAW M LCH WITH NYLON ~ ~ ~ ` ----3 / / ~ ~ ~ ~ ~ / / ~ -SE ETAILS _ _ _ -
I~NETTING TAPLED IN PLACE ~ / i i , ~ ~ ~ CULVERT 12 ~ 80 L~.f. bF ~ / ~ ~ IN CENTE OF DICHLINE ~ , r ~ / ~ ~ / ~ ~ ~ _ - / / 4, ~ ~ _ _ i % ~ 1P AN 8 ER - _
2a" R.C.P. '.5 _ AW MULCH WIT "NYLON 3 =SEE DE PIL / 9SEE~-DET - NETTING STAPL IN PLACE i ~ ~ ~ / / MATA i ~ I~ C ~ /
INy. IN = 4 0 ~ 1 - - - ~ IN CENTER 4F DICHLINE ~ ~ ~ ~ ~ INV. O~i ~ 2 ~ ~ ~ RT i~~ - 48~1~. QF ~ - ~ I~ -SEE DGIA~~ LIMIT 0 I ~ % I I ~ ~ ~ / ~ ~ _ _
~ ~ ; ~ " R.C P' 0 2.08%1 ~ LOT ~5 / DISTUR ANCE i I ~ I ~ / ~ / i / / ~
~ / ~ ~ ~ 1 ~ .I = 329.00 ~ BLOCK C ~ ~ ~ i ~ i ~ • ik ~ ~tQV. 0 1 8. 0 OT 4 ~ ~ T 3 U 2 0 L ~ ~ \ t' ~ % 1 I ~ I ~ ~ } ~ Z(~(E I~AR BJFFER / 1~
L CK ~ BLOCK C ~ 1 - ~ i ~ ~ / i / / G ~ _
~ Y . ~ ' , ~ ~`fEMPORARY EDIMENT BASIN NW 9- - ~ ~ ONE 3, RIPAf~AN ~UFFPR - - - - - - - - ~ i
2]'W X 42'L X 2'D ~ ~ ~ ~ ~ WEIR LENGTH: 6' 4" ~ \ ~ ~ / ~ ~
~
' ~ ~ ARIAN BUFFER / ~ PACT AREA ~ ~ ~ ~ ~ - -
i i ~ ! 1..w / % ~ ~ i r' ~ % ~ ~ i - - _ _ _
i / ~ ~ i ~ t ~ ~ ~ ~ i , ~i'" - _ t ~ ~ / i i ~ i i
;r \ ~ i / ~ ~ k. i I ~ J / - i ~/i ~ i / / % ~ ~
300 _ - _ _ _ - - Y , _ _ _ 7 , a.._ _ - - t
r _ _ _ . _ . _ _ --a _ _ _ _ _ _ -
_ _ _
_ _ _ l _ _ - - - - - - - - _ _ -
_ _ _ _ _ .
_ _ _ . 360.0 _ - _ - - - - - - - - - - - - - - 60 -
- _ _ _ _ ~ _ . _ - y1-_. _ _ _ . _ . _ - _ - - - ' - _ r _ _ -I' _ _ _
_ ,
-i-
_Y.. ~ : + , ti _
. _ 0
3500 . _ _ _ - - _ _ _ _ _ _ _ _ - _ _ - _ 350 _ -
_ _ -
. .r _ - _ _ - ~ _ - . - - : -
- _
._f f -T -
_ _ - _ 340,0 _ - - - _ _ i. - 0 - .t. _
~ _ _ _ _ , _ - - _ _ _ - . _ _ 1 - -
. _ - _ _ _ _ _ - - -
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_ , i F _ _ - _ _ _ _ _ _ _ 0 . 30
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_ _ INV. = 32q•{3E}: _ ~ - _ _ - _
. C11tYERT. 22 8Q t.F:...OF~ - _ _ - _ - CULVERT ~Ta ..~s i~ or - _ - ~ _ _ _ _ . _ _ _ _ _ - - _ . . _
_ _ - _ _ _ 0 ` 20 4 _ _ - - - - - . -t--. _ _ _ _ _ _ _ NV. '1N 3.323.80 - _ _ _ _ -
it+tV. iN = 324.Q0: - L . _ _ _ - . _ t t. _ _ _ _ _ 1 _ - - _ _ _ - - - - _ - _ _
_ _ _ ~ - _ _ - -
_ -
r _ _
_ -
310,0 _ _ _ . _ 3100 _ _ - . _ _ _ • - _ . - _ _ LVERT I fi - 48 LF. L1F _
_ _ _t~ _ R:C.P: ®:2.08% - - - _ _ _ _ _ -
_ _ . _ _ 0 _
_ _ _ _ _ _ _ _ } OF _
_ _ _ _ 2~` D 1?~C . _ _ _
300,0 . _ 00 - 3 0 _ L _ _ _ _ _ - -
_ _ _ _ 90,0 _ - _ _ _ - . _ . _ _ _ ; - _ _ 900
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+00 8+00 9+00 10+00 1'+00 12+00
NO. REVISIONS DATE , Pine Vall?anville Subdivisio II SS~EO FOR BIDDING 5,3,04 SITE TECHNOLOGIES, INC.
'SS~EO FOR EXPRESS REVIEW 5i19i04 . a ass ~ . ision °~'~,eY. DE oeY: .A5. Woodland Road (Public Road) BEET: S
Carolina DATE Road Profile Station (0+00 to 12+00)
PLand Planning & Landscape Architecture .O.Box 7612 Oxford, NC 27565 Brassfield Township, County, North Caro • 919-693-2927 EMAIL: [e-mail] Owner: Gary Felton Land Investment Co., Inc. : 4/23/04 OF: 12 Inc.
P.O. Box 10809, Raleigh, NC 27605 SCALE: HORIZONTAL 1~-40 JOB NUMBER: 0328 vERIMN: 1 •w1•

~ ~ _ ~ ; , k" x ~ ~
~ ~ : ~ ~ f' ~ / ~ - - - ~ ~ / / Y / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ V \ i / / ~
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~ ~ - ~ ~ i _ ~ ' FFER ~ ~ I _ ~ ~ ~ ZONE 2'~IPARIA Bl~
~ ~ ~ I ` - ~ ~ ~ A A _
~ ~ / r--RIPRAP ENERGY DI SAPAIOR-- ' _ ~ ~ ~ . ~ ~ ~ ~ A ' ' CLASS B ~~P I ~ ~ ~ x' /i / ~i~% ,.y v' ~ ~
' ~ ~ ~ ~ / ~ SIZE~.,6'W X 9'L x 24" THK. - - ~ ~ \ ~
~ i ~ ~ OVER ENGINEERING FABRICI , ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ % i i ~ !
f . " -SEE DETAIL _ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ , _ . ~ ~ / - A ~ ~ ~ A ~ A V ~ ~
Y r-CUkb'gRT ~ 18 - 48 L.F. OF - ~ \ ~ i i y,
/ ~ ~ ~ ~ ~ A ~ ~ I STRAW~ULCH W H NYL~N 18„ R.C.P. ®2.08 ~ ~ ~ A~ ~ ~ I V. I - 19. - ~ 1
NETTING STAPL IN PLACE ~ N N - 3 00. _ _ _ ~ ~ ~ ~ ~ A ~ IN CENTER F DITCh~LINE ~ ~ j INV. OUT - 318.0 - ~ f-- ~ ~ ~ j ~
~ . ~ / ~ -SEE ?ETAIL ~ ~ I ~ ~ 1 ~ _ ~ ~ t- ~ / , ~ 1 A ~ ~
~ ~ , i i RIPRAP CHECK-f3AFk _ - - ~ ~ \ ,
A G SCE 50 EROSION CON OL ~ / ~ - - -TAIL S 6E • ~ ~ - 3y ~ ' LINER - S E,DETAIL ~ ~ ` A
~i ; ~ ~ , ~ ~ ~
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' ~ - i ~i,/i ,i; ~ i N6 ~ \ ~ ~ DITC,UNE ' .j ~ i~~i;,,! ' i ~
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EDP J-~ %,i , ~i /i% ;;.~/~i,/~~ i///; ~ ~ i - viii. ~n ~ ii~ iii . iii iii/~/ v„ /v ~ i/ i ~ i / / iii / % \ i ~ 1 i~ ~ ~ ,i / . ~ i % . i/j/,•, ~ ~ ~ i i I
i ~ i ~ ~ i ~ ~ / % ' ~ v'// i' % / ~ ~ / i' / ~ / / ~ ~~i~~ ~ i T'----- ir .i/~ / / / . i , 1 T' ~ \ ~ i
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I .4;t"........~.. .Z!:"!°:...., ~f~Pb1~A~Y'61vi' ~IbN n:.... o' ~ ~ I ~ i 1 I ~ !
• ~t ' ~tEMPORARY DIVERSION ~ / ' TRAW MULCH WITH NYLON ' ~ I ~ ~ / S J , ~ i ~
"J~~NETTINO STAPLED IN PLACE ' \ ~ TEMPORARY SEDIMENT BASIN N0.22~ ~ ~ IN CENTER OF DICHLINE i , ~ A
_ ' SEE DETAIL 1 ; _ 13~W X 24'L X 2b ~ ~ A i 1 ~ ~ ~ \
WEIR l.ENGT19 4' V ~ ~
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- _ - _ _ _ _ - _ _ _ _ . _ .
310.0 - _ _ 310.0
_ _ _
300.0 3000
_ . _ _ .
9C 0 t 290.0
12+00 13}00 14+00 15+00 16+00 17+00 18+00
NO. REVISIONS DATE
I SSUED FOR BEDDING 5/3,04 SITE TECHNOLOGIES, INC. Pine Valle Subdivisio s
";~~CAR°`.~ ISSUED FOR NCDwO EXPRESS REVIEW 5/19/04 . r 753 Land Planning & Landscape Architecture Brassfield Township ~BnVlllB County, North Caroli P.o.aox 1612 Oxford, NC 27565 Owner: Ga Felton Land Investment Co., Inc. slon DRAWN BY.- 7w.5 DESIGNED BY.- TBS. Woodland Road (Public Road) SHEET: 9
h Carolina
DATE: TE. 4/23/04 Road Profile Station (12+00 to 16+76.49) OF 12
' o,~~ 919-693-2927 EMAIL: [e-mail] P.O. BOX 1009, Raleigh, NC 27605 SCALE: HORIZONTAL 1 *'40 JOB NUMBER: 0328 vER11CAL: 1•-1•

_
A ,.s
• " ~ ~ min
I I i min rwt~,tur SHOULDER I nn~~,,° SITE DESCRIPTION
YIID'M w'DTFI 0 0 o`t7-' o 0 THE SITE IS STEEPLY ROLLING WITH SLOPES GENERALLY IN THE 4% - 30% RANGE
filter 5' ~ fabric ~ ~ 0 0 OQO 0(l~,
w 0 0 0 0 0`~' ADJACENT PR PERTY 0 0 oQo 0 oQ =
i I v~•irr - vs' R. i A Q D o THE ADJACENT LAND USE IS LOW DENSITY RESIDENTIAL AND AGRICULTURAL 0 0 0 0~ o~ -
i i ~ ~ 0 0 ° Q ° Q ~ Q ~ PLANNED EROSION AND SEDIMENT CONTROL PRACTICES:
~-ir, -,~ti Class t or B I x ~ 0 0 0 0 0 1. TEMPORARY GRAVEL CONSTRUCTION EXIT -PRACTICE 6.06
• ~ i~ I Erosion Contnd , I 3' i Stone ~ 0 0 0 0 0 ~ T TEMPORARY GRAVEL CONSTRUCTION EXITS WILL BE PLACED AT THE BEGINNING OF NEW ROAD EN"RANGES INTO SUBDIVISION. 2. EMPORARY SEEDING PRACTICE 6.10
0 0 o SURFACE STABILIZATION WILL 8E ACCOMPLISHED BY SEEDING WITH APPROPRIATE ANNUAi_ COVER CROpS AND MULCH AS SPECIFIED IN THE ° ~ ~ ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON.
i 1``~r. i fill a7 24"mar ~ at center I fabric ~ ( 3. PERMANENT SEEDING -PRACTICE 6.1 t
ti•-0• ~ 1 PERMANENT STABILIZATION WILL BE ACCOMPLISHED BY SEEDING WITH KENT~~~CKY 3t TALL FESC'~IE A' A RATE OF EIGHT POUNDS/1,000 S.F. LIME, FERTI~.IZE, AND MULCH PER TEMPORARY SEEDING DIRECTIONS.
I Section A•A LENGTH 4. RIPRAP ENERGY DISSAPATOR -PRACTICE 6.4?
PLACE RIPRAP ENERGY DISSAPATOR AT THE DOWNSTREAM END OF THE Nf.W CULVERT, SIZE ACCORDING TO THE DIMENSIONS ON PLAN, a 5. TEMPORARY SEDIMENT TRAPS -PRACTICE 6,60
Flpuro a.E7b Shoae d~edt dam--4ono should be plead aver the diarwl banks b Meep waw Irom eudnp around the dam PLACE TEMPORARY SEDIMENT TRAPS AS SHOWN TO INTERCEPT CONCENTRATED FLOws AND SETTLE SEDIMENT FROM RUNOFF BEFORE BEING
RELEASED INTO NATURAL DRAINAGE SYSTEM. DEPTH (d) 6. TEMPORARY DIVERSION DITCHES - PRACTICE 6,20
PLACE A 8' WIDE NYLON NETTING OR OTHER EROSION CON?RpL BLANKET OVER CENTER CF THE rJl`CHLINES INDICATED ON PLAN AND SECURE
0 0 0 0 0 0 0 o WITH STAPLES. 0 0 0 0 0 0 0 7. TEMPORARY CHANNEL uNING
PLACE A 8' WIDE NYLON NETTING OR OTHER EROS~CN ~~ON'ROL BLANKET OVER CENTER OF THE DiTCHLINES INDICATED ON PLAN AND SECURE WITH STAPLES.
FILTER FABRIC FILTER FABRIC
ANCHOR WITH DOUBLE
OW OF STAPLES AT SEEDBED PREPARATION
4" O.C. 1. Chisel cam acted areas and s read to soil 4 inches deee cwe~ adverse it rdi+i n .f v it I p p p so co .o s, a o abe
2. rip the entire area to 6 Inches deep. 3. Remove all loose rock, roots, and other obstructions ~eov~ng ~„rface resonably smooth and uniform.
WIDTH AS REQUIRED ON PLAN 4. Apply agricultural lime, fertilrzer, and superphosphate uniformly and m~z with so;l (see below*0.
~ ~ • o. i 5. Continue tillage until owell-pulverized,firm, resonably uniform seedbed is prepared 4 to 6 inches deep. 6. Seed on o freshly prepared seedbed and cover seed ~igh±iy with seeding equipment or aultipack after
GRASSED SURFACE -USE TEMPGRARY OR seeding. 7. Mulch immediately after seeding and anchor mulch with asphalt emulsion tack or by crimping straw
PERMANENT LINERS AS REQUIRED TO ESTABLISH TURE mulch Into surface of soil with o set of discs set straight
8- Inspect all seeded areas and make necessary repairs or ~eserd:ngs within the planting season, if possible. if stand should be over 607< damaged, reestablish following original I~me, fertilizer, and seeding rates.
9. Consult conservation inspector on maintenance treatment aid rertilization otter permanent cover is established.
pti * Apply: Agricultural Limestone - 2 tons/acre (3 tons/acre it ~!ay soils)
i 1-11-~ s~ _ i _I , I- ~ ,-1 I I_ CARRY RIPRAP UP SIDES 2'MIN. Fertirzer: - t,ooo lbs./acre - to-to-ta
1 -_~-i ~ !-_I 9~~ ~ =i I -1 11= I I ~--1 I TOP OE BERM 111(-I ~ ~ I- I I_I~_ 1' I~IN. ~P ~ _-i - i = = =I I I.-~~~~_ II_ ill III _ II` ~F SPILLWAY Superphosphate - 500 lbs./acre - 20% Mulch - 2 tons/acre -small groin straw Anchor -Asphalt Emulsion - 300 gaL/acre
ANCHOR NETTING IN A =III=11i=ill=i!1= _=III-1l=III=III=Ill=1~~_I FLOW TOP ELEV. OF S tOP ELEV. OF STORMWATER
6" TRENCH AND STAPLE 1 ~ 1=1 ~ 1=i ~ 1-1 I l=1 ~ ICI ~ I-_ =111=1 I l=1 l 1=~=1 ~ 1=1 ~ 1=1 ~ I ,I ~ 1= ~ ~ - 1' FLOOD STORAGE ZONE d-% ~ ~
1 r c =1.11 11! ~ ;Ili=111=111-1 ~ 1=_ ~=111=1 ~ 1=I_11=1111=111=111=1 I h' AT 2 .,ENTER ALONG III-I I -1 I i-i I i-1 I-1 I I- I- I- -I I-11 ~I I-11 I-I l 1-11 I-1 I I-1 I -1 I I-11 f - - - - - - ~-r
T !„_„_,I _II II_ I I i I_;_ ALL EDGES PERM,4NEN. CHANNEL LINER- I -1 -l; I--~ 11-111-~_-1 -111-_~ 111-Iii-11-~ =111-1 -i -III-1(I- SEDIMENT STO T IN ~aPAaTY SEEDING SCHEDULE SEDIMENT S ORAGE ZONE (TOTAL BAS ) _
NORTH AMERICAN GREEN SC250 111=1 I I=1 i _ I I. i I~ )1=111=111=11=111= I -111=~=111=111=111= I =i 11-~ 1 - rr ~ ~
& SC35C TO BE HELD IN PLACE -I I ~ I-1 ~ 1--1=111 ~=111= ~ 1=111=~= ~ 1=111=111=111=111=111=111-1_I- 1.5~ MAX. SEDIMENT DEPTH ~ ~ ~ T ~ ~ ~ SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1 j ~ N H ~ ~ 8' Aug 15 -Nov 1 TaII fescue 300 lbs./acre
-i ! I ~ 1=111=111=111-1 I I-1 I I-111-11 I=111-1 I I=111-1 I I-1 i 1-11 I-i 11=~ I PREPARE SOIL AND SEEDBED WITH STAPLES AT 20" CENTERS =1 I I=1 I i-III-III-1 11. I ~ I i I I-~ I ~ ~ ~ ~ - ' Nov 1 -Mar 1 Toll fescue 300 lbs./acre MIN. 5 WASHED & Abruzzi rye
ACCORDING TO SEEDING SCHED. ACROSS CHANNEL AND 2' CENTERS - ~ Mar 1 -Apr 15 Toll fescue 300 lbs. acre
INCLUDING APPLICATION OF LIME, DOWN LENGTH OF CHANNEL. MAXIMUM LEVEL OF SEDIMENT COL FERTILIZER ANG SEED BEFORE CLEAN WHEN THIS LEVEL IS REACF SEDIMENT COLLECTEC STONE A r t5 - gun o Hulled mmon Bermuda rass / LEVEL IS REACHED LPI ? - Au t5 Tau-fesc~e and g 25 lbs./acre
PLACING LINER. 1 RIPRAP g 25 lbs./ac e '*'Browntop Millet 35 Ibs.~acre
- SE~,TION THRU BA ~~~I I DAC~t,I ptvl~ ~~~~C~ C(`AI ~ ***or Sorghum-Sudan Hybrids 30 lbs./acre
SLOPES (3~1 - 2:1)
CARRY ~RIPRAP UP SIDES OF SPILLWAY SPfLLWAY Mar 1 -Jun 1 Sericea Lespedeta (scarifed) 50 Ibs./acre
1 4' MIN. Mar 1 -Apr t5) Add toll fescue 120 Ibs./acre F( 3' Mar 1 -Jun 30) Or odd weeping Lovegross 10 Ibs nacre
C (Mar 1 -Jun 1) Or add Hulled Common Burmudagrass 25 Ibs,/acre Jun 1 -Sep 1 **'Tall fescue and 120 Ibs. acre
1' MIN. FREEBOARD ~ ***Browntop Millet 35 Ibs, acre
~ '**or Sorghum-Sudan Hybrids 30 Ibs./acre SF~~M Se t -Mar 1 Sericea les edeza (unhulled, unscorifledl 120 lbs. ~ocre pfr fNj p & Tall fp cue 1 I r
ANCHOR WITH STAPLES ~ EXISTING HIGHwAr ~ + ' 1 es 20 bs./oc e (Nov 1 - Mor 10 Add Abruzzi rye 25 Ibs./acre
~ #1 R ~1 RIPRAP A y 3'
0• ~5 w I ARM o o Consult Conservation engineer or soil Conservation Serwce ror eda~t~onal ~nformaUon concerning other olternotwes ~5 WASHED STONE far vegetation of denuded areas. The above vegetation ~c~es o~ those which do wee under local conditions, other
o seeding rate combinations are possible.
~ ~ I ~ Temporary -Reseed according to optimum season for desirod permanent vegetation. Do not allow temporary I PERS~~~~ I U~ U~EW cover to grow over 12 inches in height before mowing, otherwise fescue may be shaded out.
~ ~ SECTION THRU BERM AND FINER 3p.0 FINER L C VC V CVV
' i ' T
SEDIMEN STORAGE 1,800 C1 ~ l •o' X ~o' slcHr TR~~AN,.LE STORAGE 1,800 CUBIC FEET PER DIST~IRBED ACRE
I owe , I NOTE: USE DIVERSION - Q I~JN ~ ii SE DIVERSION DITCHES OR BERMS AS NECESSARY TO INSURE AFL SEDIMENT
- • ~ LADEN RUNOFF IS o J RUNOFF IS DIRECTED INTO TEMPORARY SEDIMENT BASINS.
ANCHOR NETTING ~ QOM ~ I J ~3 i IN a 6" TRENCH ' 0 ~ ~P
I pl ' ~ s,
EMPuRARY LINER- - ~ NORTH AMERICAN GREEN SC150 j QI d
• ~ LANKET OR 100 LBS.~1000 S.F. zi Q
STRAW MULCH HELD IN PLACE II
WITH NETTING AS SPECIFIED ~ w' ~ unaau~e.d eos i
j W } ,
ANCHOR WITH STAPLES AT ~ ! ~ I a•wR
36" O.C. A~ ONG EDGES ' 0
20 x r Ni d' Mln. 1N .N 0
cL RIPRAP 6" ?~~~'ICK LAYER OF ~
~ ION A-A I SECT (SEE SECTION THRU BASIN BELOW) C -3' ~ AR~~ A ~ R AT ~ ~
~ 0 GG EG E ~ ~
0%CMMWOntda A ~ -I ~ INVERT PIPE I~ ~
-T ``a~
1lucimum Ord1 of t1i br ~ P Mh. rwa. FLOW
TnlMlba al 1 MNMtm 10'-0° MAX. SPACING ,f,.
A MIN, 12-1/2 GA. ~ `"ieaecau #5 WASHED STONE. l I i° THICK X 3' HIGF+
INTERMEDIATE WIRES w I i nP sTOwat raen MIN. I
z _ 50' RIGH GF WAY 'i DMnbnaoik~ ~ ~ - i / 1
PIJIN o _ N I~ 14 1R Q EA IC -
I ~ 6' i ~~-'E~41: ~ n ~ DITCH ' 6' -
_ Vpatwd N' TrrnMan PERSPECTIVE VIEW - NO SCALE TYPICAL
H UL E TRAY LWAY SOUL ER obdan a«~' ; aopra~ , 'o,~ . I
- NOTE: ~ ~ . •C'° "~~+,y.,~ AREAS TO BE DISTURBED T-- P;PE INVERT 2' MIN. i (CUT/FILLED, ETC.)
1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND o~ ~ 'xIST SLOPE I ~?•L'~i HAVE A MIN. OF 6 LINE WIRES WITH i2" STAY SPACING i ~ ~ 1 I 1 ~ ~?Y~"~~`~ ? i. COMPACTED F RIPRAP HEADWA'~L SOIL
N n. ~ MAX P~' 2 I ~.~~r '~r~'r Y j: y; j 2. MIR'fl 140 FABRIC (OR EQUAL) SHALL BE A MINIMUM OF 32" ~ ~ ~ ~„~•r y yr, yw y r•~ i• ~ SOW s~ ~ y.
IN WIDTH AND SHALL BE STAPLED OR WIRED TO THE FENCE. 2~ COMPACTE SUBGRA~_~~ ~ ' 91~M ~ ~~w'~.r•~~,/ ~ !j~,v Y ~ ~ NATURAL GROUND Jrv rl~ I I W
NAP ~ undMlubad 1r ,14 Ir t 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND SHALL BE OF S~~pE 2° SF 9.5A outNt V' ~ +w•~ V r"•r~ ~ + t ~O r'..b ~ Ct. 1 RIPRAP 3' HIGH M~~N.l 18" MIN. F
THE SELF-FASTENER ANGLE STEEL TYPE. ~ ~ ~ ~ ~ti.~"`' 1 SURFACE ~,OURSE' ~,k PAVEMENT CR SS SLOPES 1 4"'FT. ~ ac y , ~
a. WOOD POSTS SHALL BE 6'-0" IN HEIGHT AND 3"-4" IN DIA. ~ ~ ti. ti. y, , ~ ~ W WIRE FABPoC SHALL BE FASTENED TO WOOD POSTS WITH NOT SHOULDER CR SS SLOPE: ? SET ~ w.~ ? ~ rr~ M, ~ I 5 WASHED STONE ~ - li - - - ~ _ _I I I- ~ ~ ~ I - - - - I- -I ~ I - I ! ' - I- I- ~ -i , l -I ~-I I
LESS THAN ~9 WIRE STAPLES 1-t,/2" LONG. ~8" CA.B.C. ON ww~~~a•~"'tY't ~ MI*~,~,~"•I. SECTION THRU BASIN, FILTER AND CULVERT PIPE _ ' =1 = = I - ~ - I i 1- I
5. INSPECTIONS SHOULD BE MADE AFTER EACH RAINFALL, SEDIMENT ~ ~ - ~ !-i I I ~ ~ ~ 'iI - - ~ (-I ~ ~ ~
DEPOSITS MUST BE REMOVED WHEN THEY REACH A MAXIMUM OF SUBGRADE ~ ISt)METAIC VIEW • {Not to Sc~M) 1/3 THE HEIGHT OF THE FENCE. - iiI II ~ i- ~ i I, 'I ~ -1-
- j-i ~ - ~I-I ~ _I ~ i ~ _ ~ _ I I l
1
NO. REVISIONS DATE ~ Pine Valle
ISSUED FOR BIDDING 5/3j0< l~RT ~v ' DRAWN BY: T.A.S.
iSSUEC FOR NCDwQ EXPRESS REVIEW 5/19/06 Subdivisio IDIOM `SITE TECHNOLOGIES, INC. = ~z slon 1 1 DESIGNED BY: T.A.S.
. n 753 = . Land Planning & Landscape Architecture Brassfield Township, ranville County, North Cal'Oll P.o.aox ~s~2 Oxford, NC 27565 Owner: Gary Felton Land Investment Co., Inc.
Carolina Erosion Control Details SHEET: h DATE: 4/23/04 Of: 12
?1C.
A~ 919-693-2927 EMAIL: tasta/[e-mail] P.O. BOX 109, Raleigh; NC 27605 SCALE: AS NOTED JOB NUMBER: 0314

_
5L0~'E AS INDICATED Sl.OAE AS INDiCA?ED
ON PANS ON PiANS-
48" 7GR ~4" ~JLVER?
6C'~ FOR 36" CULVERT ~ ~ 'I /
~ ~_ACE _~~JOVE ~Cn
BELL EN~ ~-3F PIPE li 1r, ~!7 WAL_-,
~20 ~ -1 i i ~ ~ i ~ f~ ~ _
I i l ~ I .,?9 - - i ~I ~ ~ 06ED Rb10B
/ ~ ~
I J ~ i f ~ - ,y - - ~ _ /1 ~ I I I 1
3?? ~i fi I ~N~. C , 0 I ~ ~ ~ PIPE
~ I ~ ~ I i ~ ~ I ~ I ' ~
~ PROPOSE 315 - , - ~~T nrovosm nonecc I ' I I , I ~ - - - _1-- l ~ 1
i { I ~ ~ ~.ti.p;; ~ sro~ sio c~i ciao Nr , `f ` ~ y,.\~,~,, _ L L I I J J ~ ~
4 - ~f i ~ r I I ' , ~ - a l, f~f ~`r' =J%i ~ _ - i i I _~4 ~ REBAR ~ ; ~ r ~ ~ , ~ -B
JR R.[P. 2 i71i ~ ~ ~ ~ Jl ~ l'~ [ ill ~ ~K I f I ~f r , 11<< _ , ~ ~ ~ `-#4 ~ REBAR r r i i ~,-~~r~ i ~ r ' ~
i ~ ~i ~I Nd r . 20 ~ ~ _l r f.~Ll;'-r ( ~ -~~f f
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NO. REVISIONS DATE yyoc1=q~ DRAWN BY. T.A.S.
At- SITE TECHNOLOGIES, INC. =~E- = 3/0a "Y
Pine Vall?anville Subdivisi Land Planning & Landscape Architecture Brassfield Township, County, North Car P.o.eox ~s~2 oxford, NC 27565 Owner: Gary Felton Land Investment Co., Inc. aslon DESIGNED BY: T.A.S. SHEET: 12
Erosion Control Details orth Carolina
nc DATE: 4/23/04 OF: 12 .
~o o ~ 919-693-2927 EMAIL: [e-mail] P, O. BOX 109, Raleigh, NC 27605 SCALE: AS NOTED JOB NUMBER: 0314

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orr Robert Ellington , NOTE: P \ , s~ Zoning R - 3 5
T~E_.Ra~ ANA; ~~n;rERUrsE DATA -FROM SURVEY CONDUCTED 8Y JAMES R w~~S~CN, RE~ISTE~RED LAND SURVEYOR. ~ ' S
A_~ :,)NS R C`idN ShAL~ BE 'O THE CURRENT STANDARDS AND SPECIFICATIONS OF ThE STA'E OF NORTH CAROLINA AND ~ITr OF CREEDMOOR 4hP ~ tir r1~' ^Hq' ter: ~ p ~ c - T F P C ~ ~ ~ ~NTRa,,)R ~ S~~uRE 4LL NECESSAR~ ~ERM~rS FAR ;ON~TRUCTION SH.W~ ~N HES_ .LAN,,. ~ ti'
4 4 .''~E'~S~ONS a4'D STA~CiNG POINT COCA?IONS ARE T^ THE EDGE OF PAVEMENT OR FACE Or" CI~RB UNLESS OTHERWISE NOTED. G
5 r+v' ~iORk SHOW"~' CN Tti S~ P' NS TiiAT IS FGJN^ 70 B IN CONFLICT WITH. THE C-'~^! CF CREEDMOOR SI,BCIVISION ORDINAiVCE SHALL ~MM~ IAT 'Y f ~ 1 ~ ~ ii E ~ LA ~ E BE _D EL „ ~ R • 900A0' 1 ~ ~LR`ET T^ 'NE U+P~nSCAPE ARCHITECT FOR ADJUSTMENT. LOt ~ - Bk, B o _ r L~ 2PS~t0' 6 ~ ' P~ ~Q G
r, c c, cr c c ~ o ~n - c ~ -~r i Ch • S 7S 21' 28' E / \ O '~~~ti. ,;R Ex_~~~NU UT~~,.~T?ES SHOWN ON TN.SE PLAN AR~ q, PROXIMATE. `HE ~_.N~RACiOR SHAD FIELD VERIFY rH~ ~,CA~~?NS CF A~~ - _ g ~ ~ ~ r,Ec a~ D `"A~~L BE RES=ONS'~BLE FOR DAMAGE TG SAME_ Plne Valle SUb d. s ~ ~ ~ ~ ~ ~1'~ A ~ ~ ~ ~I
`r.~TRA, 'R cH q r. F iTAI h-^i Ar TY i c ' T - fl T ' ? T ?~nP T Y ~y 7 1 E ~ a AT ~ ~~M~S M.A~N~ .N A~t.~~ E SAFE. MEAS~RE_. A_ V E> AN,. BARRICADES 'OR r+E RO EE~~~J C~F HE SITE. H. L, Whitfield Hit e s ~
8 N'RA-Ti~R HA ~ ~ R F~~N I ~ ~ F ~R PR I~~I~. IFI ThN C RTIFY N" TEA` PAVFM NT TR ~T R" "AT FI TH P `'IC ~ Zanln R - 3 °f - ~ ~ ~ ! i _ _ _ S B~ ES ~ S 8,.~ C . OV ~ ~U VER CA ~ .E -~E ~ E S U., U ~ ~ 5 ES E AP ROV_D DE >IV g R~ _ , - _ ~ i o ; , ~ ~ ~ I 'nE : ER' ~ _ATi~N 1+'~S' INCLUDE C,vRE tOCATiONS, SUBGRADE, EASE AND PAVEMEN° OEVS~'~%. AND BASE ANC PAVEMENT THICKNESS BY TYPE. A CERTIFIED ~ ~ i~ I ~ i ~ ~ i- ~ kE R~ , ~ ~ Zoning R - 2 h~ ~ RT. 56
REG_~R` S~TNED B" a PROFESSIONAL ENGINEER IS REQUIRED. ~ a ~ ~ ~ a~ ~ i I 88} h
9 A tiUR aK~~~ tia 2NE CALL , EN'~F (NECC) ~ -800-E2-4949 BEFORE C GG'~N;, _ _ A v o ~ 1 i k' j ~nA;E~ HRcA~ ~!~OWti ADJA~ENT Tv STREAMS AND PONDS ARE RIPARIAN BUrFERS ~RU`ECTES 3~ ~HE NORTH CARGUNA DIVISG~'v OF WATER QuA~~ITY iNCDWO . W ~ i'r ~ ~ ~ ~ \ ' l ` r i
" ZL,NF R!pARA~N E F~ERS EXTEND FROM THE TOP OF THE STREAM CHANNEL ~CR k ".STANCE OF 30' PERF~NDiCL~LAR TO THE CHANNEL ZONE 1 IS TO BE AN ~ \ ~i ~ / ~ I s i 4 ~ ~
i.kEA OF UNDISTURBE! FOREST vEG'=TATION. NO TRACKED OR WHEELED EQUIPMENT t5 ALLOWED W ZONE EXCEPT A' STREAM CROSSINGS DESIGNED AN APPR V ~ ~ V ~ ~ ~ ~ ~ D OED ~ , PER i~~ESE ?CANS. ro ~ r ` _ ~ f w ~ a - ~ ~ ~ I
?ENE ~ RIPARIAN UFFFR~ XT N F^R A I TAN ~0~ FR M TH G f ZONE 1 R!PPRIAN U~~ Rc. THE ~ M IN M~NIM~A I ~T ~ ~ i ~ c ' ~ ~ E _ ~ E E D v D S CE ~ 1 0 E ED E 0 8 E ~ ~ .,0 B E~ u W C N OF ZGNES 1 AN„ ~ S ~ o ~ ~ ~ k5 ~ i A ~ S~ z ~
;HA'_~ Bt 5C' CN A~~~ SIDES OF A WATER BODY. ZONE L IS T;I REMAIN FOREST 'vEGAT~ON BUT IXAY BE N'ANAGED TC MINIMIZE SHADING ON AD,ACENT LAND OUTSIDE ~ ~ 87k ` ~ ~ ~ ~ ^I A A, i 'RF T'~ 1 ~ IT fT' ~F T ' ~ RAGA ; ~T n j~ ~ - T r A O' ~ ~ xP.R ~ ~ _A IF h_ WATER 1UA~ Y FJN~ iCN U HE PoPARIAN BUFFE R~ S Iv., COMPROMISE,, NQ S JRC~~,RES ARE .Q EN,~RCia'~F' INTO ZONEi ~ L k ~ ~ ~ i;; ~ 'i 'i - , ~ ~ ~
R ' ;"~E C RIPAR,AN EUF~ERS WITH THE EXCEPTION OF RGAD CP,CSS~NGS APPROVED BY NCDWO AS S>,CWN 'JN TrIESE PLANS. I ~ A ~ `56 ~ ~ ~ ~ ~ ~ ij i.. - , / - _
/ ~ ~ ~ y ~ ~ ~~5~~~~ iii/. ~ ? ~ ti ~ ~ 0 i if ~
~ ~ 1 ~ ~ ~o - V"'%~~~ iii CONSTRUCTION SEQUENCE: i o ` ~ ~ ~ ~ ~ ~ i--.~~~ i;• ~ 8 A ` /r
- - 86 - ~ o ~ ~ i i ~ \ `
- - - ~ i ~~g't~~N A ~,RADIN~~ rERM~T , ~Y a _ _ - ; / \ V v\
'N~ALL GRAti~~ CONSTRUCTION EXITS, CL'~LJERTS, ANG `EMPORARY SEDIMENT BASINS. OLEARING ONLY THE TREES ANC VEGE"AVON NECESSARY TO GAIN ACCESS 70 ' - ~ - °~o / + _ ~ ~ ; ; 4p . ~ ~ ~ S / _ i,, ~~/j ~ ~4 ~ ~ R ~ ~ ~ 0
L~~A CVS ~ / 0~ i ~ A, ~f` ^q. ; T -mac p ~ Ti ~ ~ !i`' T4 ~ F - _i ~ I ~ ~ ~ ~ i ~V ~ 3, _ 4R 'v, ~ ~B Ee ~ AdD ~_vETA ~N AS SHOWN UN PLAN, INSTALLING TEMPORARY C VERSIONS AND CIREC N~ RUNOF TU ~NSTALLED TEMPORARY SEDIMENT BAS~NS ~ ~ ~ ~ i / ~ p ~
i A5 TAE WORk PROGRESSES INTO 9TE TEMPORARY D!~;~ERSIONS ARE TO DIVERT RUNOFF AWAY FROM NEWLY ;RUBBED ANC GRADED AREAS UNTIE G'~rCHL!NES ARE x~ ;oac1~ o ti ~ / \ ~ ~ ' ~ ~'i 'I a ~i %~S. / is ~ ~ ~ i~ ~
A~~t,_aL~ STAE~~~ED wTH VEGETATION SEED aND MuL~H TEMPORARY DIVERSION G'~TCHES IMMEDiATE~Y TG PREVENT LN'vECESARI' EROSION. v ~j ~ a ERASE S'E AS SHOWN ON PLAN "FROFI~~E SHEETS FOR EACH ROAD. STABILIZE ROAG BED ANC DITCHES WITH RGAD BASE GRAVE AND TE~IPORARYIPERMANENT SEEDING ~ 3b ~ ~ I ~ ~ ~ Q ~~L / o ~ , . I \
+ ANC KLA;E RiPRAP _NERGY DISSAPATORS AT CULVERTS AS WORK PROGRESSES ~N'0 SITE PLACE EROSION CONTROL DEVICES AS SHOWN AND VEGETATE DISTURBED - ~ ~ 1 / ~ C~, ~G -c F~ ~ ~ _ I I 1~ is ~ ' ~ i, % ' ~ - - ,
~~.J E ~MM",IATE~Y - +,.~~nTr xra ~ - i cT ~ ~ r TC T ~ i , , ~ . ~ ~c~n~ a n o oscae ~ ; ; ; , i- i~; , o~.`
~HASt „JNSTRUCTION OPERATION SO THAT DI~~URB~_D AREAS CAN BE PIANTEC O~R UTHERW~SE PRO ~CTED W~ H GROUND :OVER, DEVICES, OR STRICTURES o~ _r~l i b T 1 - ~ r - - , , 5 r - ---1~ N / ~ I ~ ~u~,C,.ti' „ RESTP,AIN ERC~IUN W,THIN WORKING DAYS. x ~ ~ ~ ~ i ~ a , . , ~ ' ;
A_~~ EROS JN AND SED~ti+E'JTATIuN CONTROL PRACTICES wIL~ BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENS. NEEDED REPAIRS AND MAINTENANCE ARE TO ' 84 x - _ oo~ ° / , ~ _ - i - ~ ~ ~ ° ~`:A ; ~ ' ~I ' ~ ~ I I ~ O ~
BE J CE. 'Mv1E AIL~Y ~ , i _ f~ I i s - i' T Lam- I I ~ 2S 5 ~ ~ i ;
- OE'ERMiNEv CJR;NG THE COURSE OF COI~STECTIUN THAT SIGNIFICANT SEUh=tNT 'S ~EAV!NG ~~HE SITE DESPI'E PROPER ,MPLEMENTA?ION A"dD MAlNTENAnOE ~ ~ i - - ,o p~ i TF THE APPRCJED ERCSrCN CONTROL PLAN, THE PERSON RESPONSIBLE FCR THE ~1NC D'SERBING ACTIVir~ 'S OBLIGATED TO TAKE ADDITIONA_ ?ROTECTIVE ACTION, ~ ~ ?~l ~ ~ / ~i ~%i'~' V P ~ ~ ~ ,
I~_I _ _ ~ ,V - I `~E PER~uN RE~ONS.BLE FOP, THE DISTURBANCE FAILS TO TAKE INIT?ATIVE ?0 xEEP SU~L AND DEBRIS ON SITE, ENFORCEMENT ACTION MAY BE TAxEN' AGA~~NST ~ ~ ~ ' ~ ~ ~ ~ ~j 4 ~ ~ ~ i -i/ / / '~i ~ i /i ~ , , , / ~ ~ o _ ~ - \ ~ y~ ,
- - i - a 1 - - ~ k5 ~V ~ ~ THE ~I'E A~,D ~Ht dRAD+NG PERMIT REJOKED PND; OR A S7CP WORK ORDER ISSUED. ! e d ~ - ' ~ ~ ' _ ? r v x~~ ~ , Q~ 0.94 ~ 6 i,,;;~, ~ ~
_ _ 4 n WHEN EONSTR,,~T'~TN iS ;?MPLETE, PREMANEN'Lr' STABILIZE ALL DISTURBED AREAS ~ ~ ~ _ ~oo~s~' `T ~ ~ _ is i / ~ 'ii/ i~
kF`ER `NE SITE 'S ~~Lw STABIJZED REMOVE ALA TEMPORARY EROSION CONTROL DFti'h:l S AND INSTALL PERMANENT dEGETATI;?N IN THE+R P' ACE. ~ - ~ ~ i ~ ~ ~ ~ i gnRnNG __,R A F~NA ~ ~ F "'I~~ wTH rH ~~Rn Ir; r,~~ T I "P ~~R ~i~ ~ E~~ ~NSE~~N Et_s_N~NR~_~LNSE~~ _ - ,101
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NO. REVISIONS DATE ~aaaoaooauo~~ ¦
o ~N CARp~ DRAWN BY: t~l &
15SUEC FGR BIDDIP~_ 5/3/'04 ,Hnu,.~ /tiq'~o
SSITE TECHNOLOGIES, INC. Subdivision Sl1ED FOR NCDA FERMITTING 5/19%04 g Pne Valle DESIGNED BY TA
s* V 753 - * Land Planning & Landscape Architecture S RE' r- . ~ ;0 Br assfield Township, r REVISED PER ~ anville SE0 PE N..~.1r. w V. 7 Count North 5/2 , ,14 a Carolina r a orl'na
P.0.Bw 1612 Oxford, NC 27565 a SHEET. 1 ec Subdivision n DATE: 10/2/03 OF 12
Owner: a Felton Land Investment o., Inc. ~oooQH A SS 919-603-2927 EMAIL: tastall to road.net
~o~oaa~ 9 N P. O. Box1 Raleigh, N 0 09 27605 SCALE: t :100' JOB NUMBER: 0328

1 ~ r I ~ ~ ~ _ _
i ~EvEL SPR~ADER NQ t ~ ~ rt - ~ ~ ~ I i f i .~-f r-k i-' i I ~ 1~_( ~ _i ~_ti i~r-' ~ ~ i ~ d-~ ' ~ ~ I I - ~ i~~ ~ i ~ ~ ~ ~ - i ~ ~ ~ ~ I '~i r : -~'^J-. ~ I -
~ M'N ~ ~ ~ ~ f- j~ V~L~ S~~R~ DAR rf0 2 - L~NGTH: 1~ - ~ ~ ~ ~ ~r ~ -i ,-f i - ' ~ ~ ~ ~ i - i I ~ ~ ~ ~ - I- ~ 1 - " ~ - ~ ' 1 ~ ! ~ A " ~ ~ i I ~ ~ ~ .~'~I I t i ' L- ~ ; - i' ~ . i ~ I i ~ ~ ~
-$EE DETAIL--~ ~ i ~ ~ ~ I i~I~ ~ MIN_ L€N6~ 10 _ - 1 I ~ ! ~ ~ - - R!PRAP ~NERGY DIISSAPATbR ~ ~ ~ ~ ~ ~ ~ a ~ ; ~ -S~~~Ert~AIL~ ~ ~ 1 ' f ~ ~ _ I ~ _ STRAW( MULCH WITH NYL(7N- ! ' ~ ~ ~ ' ~ ~ ~i ~
i _ CLASS 1B' RIPRAP ! ~ ! ~ ~ ~ ~ ~ _ ' ~ ~ r•_ ~ ~ NET'ING STAQLEG IN PLACE ~ ~ i 1 r~ ~ ~ y 1`-; j i ~ t, ~ ~ ~
SI E; 6'w X 9'L X' 24" THK. ~ ~ ~ ~ ~ ~ ; r ~ ~ ~ ~ I I, I • ~ J ~ IN CENTER iJf_DiTCHLINE ~ ~ i ~ ~ - t _ ~ - ~ . ~ i ~ i ~ ~ _ - - 1 i / -SEE DE~AtI ~ • i ~ 1,i ' ~ ~ _ F-l r-, ~ ~ j -
.OVER ENGINEERING FABf2IC ~ S AY~~1ULK.WtfiH~NYCO~ ~ i ~ ~ -$EE DE AIL . ~ - ; ~ =:~iI4~JCr-€T LED IN -E1.Af~_. ~ ~ 4 i t _ , r T~. .I T~Mp RARY S iMENT BASIN N0.4 ~ ~ ~ , ~j, ~ ` ~ ~ ~
. ' , ~ IN-~t;ENTER 96-fltTCittINE " - ~ I _ ~:1~ ~ ~ 19'W x 38'L K 2'D I ~ ` I ' I ~ ~
I ~ ~ ~ - -SEE:-0ETAiL I ~ ~ I R T i ~ f ~ j WE LENG.H: 4' . ~ ~ 1~r - i~ ~ ~
TEMPORARY SEDIMENT BASIN D60.1 ; . SILT BEN - 16'W X 32'L 2 Di ~ ~ 'RIPRAP-OHECk DAM _ ~ ~ . ~ '~t, : i I ~ t ~ , f
. ~•wu I ~ ~ _ WEI LEAIGTH. 4~~ ~ ;~;~•,Q~TAI . . ~ • _ r
i . TEMPORARY SEDIMENT BAS~N NO.t , . IT , j r ~ ~ _ ~ ~ 1. ~ I ~ ~ , I ~ ~ I =
STRAW MU'~_CH WITH NYLON 15'W ~ 30'L X 2'D i ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ZONE 1 RIPARIAN BUFFER ' ~ / 1 ~ G~JLVERT ~8 l~:F: ~F , LEV~t~SP EADER
NETT'~NG STAPLED IN PACE WEIR LENGTH: 4' .~i ~ ! ~ /jj~% , /~'i i ~y , V 18" R.C.P, ~~5~6%~ ~ J i ' • ~ ~ M1N. LEA Th t',' 1 I
IN CENTER C DI LN~INE i i ~ ~ ' ~ ~ ~ / , ~ ~ /ii % %~j% . , -SEE DETAIL-~ , i ii% % /i/ ~ . ~ ~ i ~ , ~ ~ NE 2 R PARAh B FER f,,,; ~ INV. IN = 328.C0 ~ i -SEE DETAIL.
, ~ ~ / / / ~i /i ~i AINV OUT = 3 .25 ~ ~ i~ ' ~ ~ I • ~ t~ RAINAGE i `
~ j ~ / j~ i/j, . ~ : iii i. /~-i/ %j~ji~ •;~i ~ ~ A ' 3~M
{i,,~o i~ ? ~ ~ ~
~--;~~-~Y%~% ,l ii%, i~ RIPRAP ENERGY D,SSAPAT~~~R ~ ~ ~s% ~ _ ~ ~ ~ ~i; ~~j.~ ~ • ~ f ~ i /~/~j 1 ~ j i ~
CLASS 'A' RIPRAP ~ i.~'/~ ~ ~ ~ f..._-.,~- SIZE 6'JJ X 9'L X 18" THK. ~ % , ~ ,~i i - ~ v ~ ~ R1PR1{~ ENE Y ~ SAP~TOR`~, y '%i ~ % j i ~
i. OVER ENGINEERING FABR~C - ~ ~ ~~~E r•~ , f"~7 fF- ' i , p~ZCN ....G.. ~ ~ j?~~ ~ ~ • ~ CtA S A'; PRA / ,D~Tr _ ~ , ~
-SEE DETAi~~ ~ ;y;" , - ~ ~TEMPO~AR i - - - - , ~ / , i ; i% ~ ~ I 6'W 9'L X P,B THk, ~;i/ % ~ ~`.Q,VE EN INEERiNG'FABRIC
' ~ - ~ 5~~- - ~ ~ ~ TEM~ORA~ SEDIMENT BAST N0.3 ~ ~ / ~~I ~ 1 ' L~ fT ,F ~ iii/~ .ter ~ ~ ~ , - E D TAIU i
/ ~Ra ~ ti'4U, Xi22'L X 2'D ~ \ ~ ~ M b ' -ice, i i; ~ I i~ PD _ ~ ~ ~ ~ \ i ' DISTURBANCE i 'i/Y, ,..•R~' W~1{v~,~LENGTH: 4'
4 •~T..~ ~ - ~ _ ~ 1
1 P - i/ ~ ~ t' ~ A~~ ~ ~ I r ' i%~ji' ~ ~ STRAW MULC WITH NY -
N~'` i-. ~ - . ' ~ L = ~ ~ - ~ 9 L ~ i STRAW MULCH WITH 'NYLON G ~ ~ • ~ i, ~ ~ ~ S ~ : NETTING STAPL D N C ~ 1 ~ ~ I 1 ~ 4 fi ~ - - . U~J Rt i i 2 - 6 0 F ~ r n ~ E ~ L C ~ ~ ~
N TT~N~, S~AP~t,, IN PLACE ' ~/i !N CERTER iTCHLI ~ ~ I I R ~ _ ~~N CENTER OF DITCH IN ; - . ~ i 8 C1P. ~ ~ 0.07 L E i AIL _ 1 ~ _ , 1__ ~ r ~ / / ' ~ ~i /
-SEE D~Tf(ft ~ < - , INV. 1N~ 336.00 ~ ~ - ~ ~ ~ ~ i ~ /t , ~ ~ (J ,Y ~ ~ ~ _ _ ~1'd~/ OUT = 329.90 ~ ~ ~ _ - - - ~ ~Y
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i i - /INCENT~R Gf DLCHLINE ~ ~ ~ - r.~ l ~ , ~ ~ ~ ~
~ / 1 ` li ! i~~~ ~ L1~ERT ~ l%- 5 L L OF ~ I ~ I/ I - ~ - ~ ~ -SEA DETAIL • - _
- - ~ ~ I ~ p~ ~N~ .N ~~i , ~ ~ .,p ~ ~ i ~ ~ ~ 1 ray - / ~
• 1NV. OUT - ~9 80-' ~ - i ~ ~ ~ , , s. % - - -
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~ \ 1 ' ~ , GRAVEL CONSTRUCTION EXifi L j ~ NT ~ V ~ i CO ROL LINERi , Y \ /
~ -SEE DETAIL L 1 ~ ~ ' -SEE D T~~ - ~ j ~ ~
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87 ; ~ / ~ ~ ~~102 ~ f ~ \ ~ ~ ~ ~ ~ RIP AP ENtrRCi SA%ATOR ~ 3 S ~ ~ ~ % ~ ~,~SEF ~ HEET 3/11
~ 10~ ~ / ~ ~
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u~ --~-`•r---- _ R~iOfaLE 30' LEE[ QF CENiERUNE _ 1. _ - - _ _ _
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- CULVERT #3 . 4B L.F.
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- _ _ _
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0+00 ~ 1+00 +
2 00 3+00 4+00 5+00 6+00 7+ 00 2900 7+00 8+00 9+00 10+00 11+00 12+00
¦ a a y ¦ ~ rr
NO. REVISIONS DATE ~9pOPA~000ppppp ~~tN cARO~ °0000
ISSUED FOR BIDDING 5/3/04
SITE TECHNOLOGIES, INC D D EXPRESS REVIEW 5/19/04 Pine ¦ ¦ ¦ I SSUED FOR NC W ¦ * 9 ~ 31on 8 DRAWN BY.- TAS.
5. * Land Plannin & Landscape Architecture DESIGNED BY.TA.S. Forrest Road (Public SHEET: 2 o a
REVISED PER g assfiel Township' ranville County., North ar olin ER NCDWG REVIEW 5/27/04 P,0.Box 1612 Oxford NC 27565 Br h Carolina 1C, DATE: 4,23,04 Road Profile a ion
r, Owner: a Felton P Land Investment Co., lnc. to 12 + 00 SCALE: HORIZONTAL 1 :40'
rNr s5o~ 919-693-2927 EMAIL. tastaN to road.net gryp Box 10169, Raleigh, N 27605
VERTICAL: 1 • 8 JOB NUMBER: 0328 F

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~ ~ I ~ n > 42 ~ - ~ ~ x . „ ~ ~ ~ ~ ~ ~ I ~ ~ ~ - _ ~ ~ I
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I ~ ~x ' n ~ ~ ~ ~ IPRAP ENERGY DISSAPATO~R , I ~ ~~'x~ ~r, ~ ~ CLASS '2' RiPRAP I I i ~ . I
Y ~ ~x ~ ~ I ~ ~ ~ ~ ' \ `fi. SIZE: 10'W X 30'L X 6" THK. A i'~ , ~ ~ ~ STR ~ BUFF~~R ~ ~ ~ ob~R ENCINEERINC FAe ~ ~F. ~ ~ , ~ 1 I
I I ~ ~ ~ , -SE'`E, DETA L ~ I C f A T' REA #3 1, ~ _
I ~ ~ CULVER? 5 74 L~~ F I ~ k? / 1 ~ ~ Gl i
~ I i I ~ _ , ''.~k , ~,i~l'~ ;36 ~~R.C.P. ®2,38% \ I ` ~ ~ 1.
I - - q ~ ~ , V. 'P = 300.00 ~ ~ , i i h r ~ j i it , ~;S~L FENCE AT ~ i. ' r, ' Y k,, ~ ~ OUT z 298.OCt-------~~~ I ~ ~ ~ I
LEdE~ SPR A R ~I ~ j 'I ~ ~ ~ ~ _ ~i,~1it OFt 1 TO OF SLOPE ~ ~ <; k ~:h , ~,~,%.u ~ ~ E DE NO 5 ~ I ~ ~ ~ I ~ ~ t ~ x 'r ~ _ 1 MIN. ~NGTH-~=>> I ~ ~ I
~EMB, RA~~, SEDIMEN7'~ BASIi~, No.5 ~ DISTURapNC~ . ~ 54 I ~ ! ~ V ~ ~ -SEE' DETAIL ~ ~ ~I ~ ~ 9'W K ~ } g'L 2' D ~ I 1 ~ ,n, , ~ ~ ~ ~ ~ 0 . I
~ ~ ~t3 A - ~ ~ ~C ~ G S~ X50 R~ I tv 9 ~ WE R.LENG,H. 4' I I I ~ ~ ~ I ~ ~ ' ~ 3S '~~'v'A S~-2 0 ERO ~ ~ ~ ~ _CONTROL LINE
I i ~ ~ ~ i ~ =SEE_ I ~ ~ ~ ICO. ROL UN R ~.,UJ k ~ ~ ~ ~ I - ~ +7 ~ ~v ; C
'i ~ Y ~ ~ ~ ~ ~ ~ ~ ~ RIPRAP ENERGY ~;,SAPATOR ~ i E SETA ~ , ~ ~ ~ ~ ~ _a,._'.~.1 _ `.-r l ~ ~ , CLASS B' RtPRA~' ~ ~ ~
_ ~ I r ~ I i - T ~ SI ZE. 6'W X ~ .X 4' 2 FN `--1- 1 O I ~ ~ ~ ~ -5 RAW H v~ ~ ~ h K ~ MULC WI~ H N ^N Y ~U ~Y ~ ' ~ I ~ _ ~---~_1
I I ~K ~ F NETTi~iG STAPLED IN PLACE ~ ~ ~ , 0 ER ENGIt~ERIW;, A6RIC ~ I ! d \ ~ u ~ ~ CYJ ~ ~ SEE DETAIL
~ ~ I j IN CENT~R OF DITOHLINE , l~ ~ ; ~ ~ ~ ~ l ~ I' -SEE D T91y ~ / ~ r--- i ~ TE,I4PQRARi' EiM~ 'T ~ I ~ ~
SD J ~i~ +a , sIN~ ~ , / ~ ,.G~ ~ --'~i
......aTf~ / ~ ~ ,,,y. IR,LENGTH ;4' ~ ~ ~i ~
ii, :>/fir i/ice < '!'!i ~ 1 r Y. ICS i
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I
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, ~ ~ T M°ORARY SEDIMENT SIN ENO. ~ 1Z~"" f--*--
RI~RAP ENERGY DISSAPATOR 21'W X 42 X 2 D ~ '~"•h~. • DI H ~ 1 _ CLA'~5 '8' RIPR#~P - ~ W ~ i, ~ X ~ ~ LINE M ~ ~ ~ ~
,SGH~INE ~ ~ SIZE` 6 N1~_Sk'~(--2~'"~, THk ~ I ~ ~ ~ ~ ~ <; ~x ~ .-1 ~ ~ I A G C~ 50 E OSIpN C' ~ ; x-~ ~ \ . i ~ Y QTR ~ ~ I
~ OVER ' NGINEER.ING~'fABRIC 73 ~ ~ ~ ~ ~ ~ _ ~ I i CDN OL LINER, f ' ~ ~ i ~ _ ~ -SEE fiACL ~ I ~ ~ ~ x . ~ ` i - I ~ SEE DETAIL r
- L ~~T, PREAD N0. ~ ~ x ~ " ' ~ ~1 A i ~ ~ I'
74 Mf~h~ LENG k6'` ~ ~ ' ~l ` ~j~., ~ ~ ~ ~ _ x ~ v _ 5~ SE ETA! ~ l k - `k Y l j GU EFT ~ 52 L f. CF
~ L ! i - `l x ~ ~ CULVE~~ T - b6 t, E'~. pF I f x V ~ 18" R.C-P.~ ® ..929' ~ ~ ~ ~ RIPARVAN B FER ~ ~ x, ~ ~ i l}F ~ I INV CN 309.0 18" R ~.P 3.5T9 ~ ~ .X ,k ~ \ ~
~ `1NV INI - ~ IMPACT ;AREA ~'K ? A ~ aNV. OUT = 3 B.OC ~ I ~ 3.15.00 I :'k ~ ~ %c , 't ~ ~ ~ ~
~7 ~ ~'h i ; INV OU~i - 315.00. _ x , ~ n ~ _ _ _ + ~ TEMPpRARY" SE~IMENT: BASIN ,N0.8 I - - ~ - - - - ~ X~ ~ ~ , I ~ ~ _ ~ ~ A 35v~ X 7 ~ ~ X ~ \ 2 D
I ~ k t SI T L FEN~F I ~ , A ~ ~ ~ ~ ' ~ ~ ~ ,k,~ ~ ~~i~ , ~ ~ TOE F P ~ ~ WE(R LENGTH' 10' ~
I ~ ~ ~a~°~a S 'a. ,1 A' ,x.~~. . YC' %~~,lk , A CONCR~ICE HEADVu4LL ZONE 1 RI ~ h B~~F~R-~~ ~ V ` ~ x ! ~ ~ ~ ~ -SEE tlETAIL9 ~ C L_ I ~ A ~ ~ , ' r. h V'''CS ~ ~ k. ~ ; ~ ~
1 ~ 'C ~ X
ZONE 2 RIPARIAti BUFFER ~ ~ 'y~ v , ~ X ~ I I ~ r

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- CUL4ERT #6 - 2 L.F 4F
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2901 _ _ :

- EULUERT 5 - BO L.F. OF - 36" R.C.P. 2.38 - 2900
- CNV OUT = 8.00-
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280,0
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00 19+OC 9+OC 00 21 +00 22+Ou ~3+.~~r~ ~atnr.
NO. REVISIONS DATE %'P05=00000 p0
° CAR 4b ISSUED FOR BIDDING 53%04
DRAWN BY.- T.A.S.
ISITE TECHNOLOGIES, INC. 3Y SSUED FOR NCDWG EXPRESS REviEW 5/19/04 o Pine Valle 1; * Planning Subdivision 31on
REVISED PER NCDW~~ REVIEW g & Landscape Architecture 5/27/04 Land o Waivlll field own hr ~ s North arolin T Pt DESIGNED 8Y. TA.s. Forrest (Public Road) SHEET: 3 Road
e County, o~ P. O. Box 1612 Oxford NC 21565 o. Carolina 'C. DATE: 4/23/04 Road Profile
Land Investment ' Inc. 0 H} A D ° 919-693-2927 EMAIL: tastall to road.net Owner: a Felton Station (12 + 00 to 17 + 2 7.16) OF. 12
aoaoonopp60 g ry P. O. Bx 1o0809, Raleigh,N 27605 SCALE: HORIZONTAL 1 "-40'
TICA- 1"=4' JOB NUMBER: 0328

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1 ~ ~ ~ ~ ,i _ . ~ I S ~ ~ ! RIPRAP ENERGY GISS~'4' ~ - - y " - _
89 \ fi ~ ~ _ I ~ , G~A55 'B' RIP P ENERGY GISS~~'4TOR 1, _
~ ~ 1 ~ 51Z 'W X _ _ - _ w x L x 7a ~ ~ ,
~ OVER ENG ERING ~q ~R ~~~i1i.VE ~!1 r ~ ~ ~ ~ ~ - 5 V ~ ~ / - -SEED AIL - dG ERING ~A5R,. ~ 1
-SE~r SHEET;' 2~1 / i ~ ~ i ~ r. / ~ ~ ~ ' STRAW MUt,CH WITH NYLON ~ = ~ ~ _ -
/ ~ ~ ~ _ i 10~ • . _ ~ ~ C ERT ~ ! I NETTING.~S~APLED IN PLACE _ _ i LF OF ~ I 1 ' , ~ ~ IN "ENTER OF JyT~+N€ " .
e..,~ ~ ~ / ~ ~ i ~ i _ d> , ~ ~ ~ ~ ~ I - ~ • ~ P. ®3.57q ® 3.57% ~ - -SEE DETAIL
~ ~ ~ l ~ ~ ~ % i _ ~ ~ 1 I v OUT - 332.00-~ ~ ~ 1 33a.G0 ~ ~ ~ _ ~3~ Oo- ~ 140 ~ ~ 98 ~ ~
~ ; ! - -1
, • , ~ ~ ~ T - A I ` L' I i ~ ~ - _ STRAW MULCH WITH NYLON
~ ~ 'ri i ~y~ I. r % ~ ~ l ~ r ~ l~ NETTING' STAPLED IN ~ 1 ~ ~ ~ 'ii. • ~ LACE
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STRA .MULCH WITH NY~~k, ~ / 3, i 'i~ - I ~ / / ~ //i i / ~ i
88 ~ . , a I l NETTI~I'G~,4PUED IN Pl4~=E••., ~ ~ ~ , ~ /
~N NTER OF T iNE i -55E DE AIL ~ - ....p' ~ ~ , C~ I _ ~
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~ , Y _ i I ~ ~ , i ~ l ~ I 1 IP§IAP ENERGY ~ D~~S,4EA~~~
87 , 1~ ~ ,y- cldss 'A' RIPR 1 1 n 7J Z~NE t RiPARi.AN BuFF~R
i ~ ~ 6'W X 9'L X v$' THI~~ ~ ~ ~ ~ ~ ~ i 9~1~&- EM~`INE¢RING F~gRiC i ~ ONE 2 RI RIAN BUFFER
r I ~ ~ I ~ ~ _ ; ~ ~ ~ ~ ZON~~1 R}f'ARIAN''Bb~~ER%-~ , - - ~ ~'SEf DEiTAIh~~ i! r
~ ~ 1 ~ ~ i - I ~ ~ \ i i ~ ~ 86 l ~ ~ I Q I~ r L~~11T of ~ ~ ~ / i I;~ ~ ! i I ~ / / - / ORIARY S'~EDIMENT A ~ I -7 -7 ~ _ ~ ~ ' ~ B $I,~ Nq~iQ ~ f'! I
~ I ~ ~ ;~--r- ~ 83 ~ , ~ ~ ~ ~ Dis7UReANC~ ~ ~ Z E ~ R~arr' BuF~FiR ~ ; ~ ~ ~'i ~ ~ ; 7,~' ~ 28'W X 5 'L X 2'D ~ ~ i
i ~ ~ ~ ~ ~ ~ ~ ~ N..~G SC 250 EROSIQN ~ ' ~ i / / i / ~ l r i ~ WEIR NGTH: 6' • ~ ~ J ~ / ~ , ~ % ~ ' , ~ ~ ~ / ~ j COMfRO~ ~,UWER ~ ; ~ ~ ~ ~ ~
~ ~ ~ 84 ~ i ~ ~ ~ l ~J I ~ ~ , ~ ,,J~/ i
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3000 _ _
300.0 0+00 1+00 2+00 + 3 00 4+00 5+00 6+00 3000
~ 00.0 +00 8+00 9+00 10+OG 11+00 12+00
NO. REVISIONS aaoa°
DATE q0 caRO, o ~ N
ISSUED FOR BIDDING 5/3/04 TECHNOLOGIES, SITE
INC. ISSUED FOR NCDWG EXPRESS REVIEW 5/19/04 Pine Valle ¦ ¦ ¦ a slon ' DRAWN BY.- T.A.S.
* 753 Land Planning & Landscape Architecture REVISED PER NCDWQ REVIEW 7/04 Br 5/2 nvi lle SHEET: 4 DESIGNED BY: T.A.S. (Public Road)
assfield Town sh? p~ Yra County, N North aroli? P.O.Box 1612 Oxford NC 27565 r, Owner: a Felton hh Carolina
Land Investment Co., lnc. rHY A 919-693-2927 °a~o~EMAIL. tastall to road.net nC. DATE: 4/23/04 Road Profile Station (0 + 00 0 12 + 00) OF: 12
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vERTICAL I'-4' JOB NUMBER: 0328

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ISSUED FOR NCDWQ EXPRESS REVIEW 5/19/C4 * - 5 * g Land Planning & Landscape Architecture (Public Road)
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~ Owner.- a Felton 00 .Poo Land Investment Co., Inc. C. DATE: 4/23/04 Road Profile Station (22 + 00 0 31 + 89.53) OF 12 n
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REVISED P R g Architecture E NCDWQ REVIEW 5/27/04 'Islon DRAWN BY,• T,A.S. SHEET.' 10 DESIGNED BY.• T.A.S. (Public
Br s a sfield Township, ?ranville County, North Caro P. .8 0 ox 1612 Oxford NC 27 Road) 4h Carolina
r, 565 o P~ ~ Owner: a s Felton and Investment Co., In Inc. DATE: 4/23/04
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Wlp'1N s 1 - n(~ ~ SITE DESCRIPTION 0 0 0`~7-' o o~
,~~y,• ~ Filter ~ ~ 0 ~ 0 0 ~ 0 ~ C ~ Q THE SITE IS STEEPLY ROLLING WITH BLUFFS GENERA'~_~Y ,N THE ~9' - 30~ RANGE.
r ~ fabnC ~ I W I ~ C~ - 0`~7'0~0~0(~ ~o~ `~7 ADJACENT PROPERTY
. 1' i1~ I ~ wi _ v~• ~ _ ~ ~ ~I d Q R va• rt. ~ - ~O~(~O~~(~O~o(~0~~~T0
A c o ~ 0 0`~1''0`~'0`~' ~ THE ADJACENT !AND USE IS LOW DENShY RESiGEN~~~AL ANC! AGR;CULTURA~. 0 0 0 0 ~0 3
~r. I Class 1 w B XI O 0 0 C , O PLANNED EROSION AND SEDIMENT CONTROL PRACTICES: I 0 0 0 0 o I 1. TEMPORARY GRAVEL CONSTRUCTION EXIT - PRAr?ICE 6 C6
~ ! ' Erosion Conbd I 0 0 0 0 ~ ~ TEMPORARY GRAVEL CONSTRUCTION EXITS WIL~ BE G~ACE~~` AT THE BEGINNING OF NEW ROAD ENTRANCES INTO SUBDIVISION.
3• f` Stone - 0 0 0 0 2. TEMPORARY SEEDING -PRACTICE 6.10
I Filter ? l 24"max I ~ fabric at center SURFACE STABILIZATION WILL BE ACCOMPLISHED 8r SEED~tv~G wITH APPROPRIATE ANNUAL CovER CROPS AND MULCH AS SPECIRIED iN THE 0 ~ ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON,
5'-0' ~ ' 3. PERMANENT SEEDING -PRACTICE 6.1 ~ PERMANENT STABILIZATION WILL BE ACCOMPLISHED BY SEEDING WITH KENTUCKY 31 TALL FESCUE AT A RATE OF EIGHT POUNDSj1,000 S.F.
LIME, FERTILIZE, AND MULCH PER TEMPORARY SEELINC D,RECTIONS.
Section A-A - - - _ J LENGTH 4. RIPRAP ENERGY DISSAPATOR -PRACTICE 6 4' a --'I PLACE RIPRAP ENERGY DISSAPATOR AT THE GQWNSTREAM END OF THE NEW CULVERT, SIZE ACCORDING TO 7HE DIMENSIONS ON FLAN.
I 'i I Flpun t.6~b Slone d~edc dam-Stone should be placed aver the dwnel banks b keep rear tom cualnp around the dam 5. TEMPORARY SEDIMENT TRAPS -PRACTICE 6.60
PLACE TEMPORARY SEDIMENT TRAPS AS SHOWN TO 'NTERTEPT CON{~ENTRATED FLOWS AND SETTLE SEDIMENT FROM RUNOFF BEFORE BEING
EPTH 1 RELEASED INTO NATURAL DRAINAGE SYSTEM. ~ ~d, 6. TEMPORARY DIVERSION DITCHES PRACTICE 6.20 ? PLACE A 8' WIDE NYLON NETTING OR OTHER ERGSICN ~>~NTROL BJ+NKET OVER CENTER OF THE DITCHL!NES INDICATED ON PLAN AND SECURE
0 0 0 0 0 0 ~o o ~ WITH STAPLES.
0 0 0 0 0 0 ~ 7. TEMPORARY CHANNEL LINING PLACE A 8' WIDE NYLON NETTING OR OTHER EROSION ~C~NTROL 6LANkE? OVER CENTER CF THE DITCHLINES INDICATED ON PLAN AND SECURE
FINER FABRI~ WITH STAPLES. FILTER FABRIC
ANCHOR WITH DOUBLE
OW uF STAPLES AT
4" O.C. SEEDBED PREPARATION
Chisel compacted oreos and spread tapsoli 4 mcnes deep c~-er adaerse so~~l conditions, .f ava~labie. 2. rip the ent;re area to 6 inches deep.
- ~ ~ - WIDTR AS RECUIREC GN PLAN 3. Remove all loose rock, roots, and other obstructions '~eav~g surface resonably smooth and uniform,
~ , ~ , 4. Apply agricultural lime, fertilizer, and superphosphate ,,n~rfs~m~y and mix with soil (see below*0. 5. Continue tillage until o well-pulverized firm, resonabiy umf~~ro Seedbed is prepared 4 to 6 inches deep.
ti• I GRASSED SURFACE -USE TEMPORARY OR 6. Seed on o freshly prepared seedbed and cover seed 'sigh"y with seeding equipment or cultipack after seeding.
PERMANENT LINERS AS REC~UIRED TO ~ ESTABLISH TURF 7. Mulch immediately after seeding and anchor mulch wRr` csp~alt emuison teck or by crimping straw
J mulch Into surface o! soil with a set of discs set strog~t. 8. Inspect all seeded areas and make necessary repairs c~ reseedings witt:n the planting season, .f possible,
If stand should be over 60% damaged, reestablish follaw~ng original I.me, fert~fzer, and seeding rotes. 9, Consult conservation inspector on maintenance treatment and fertiliza6an after permanent cover Is established.
' Apply. Agricultural Limestone - 2 tonsjacre (3 tonsiucre ~n c~ay sods)
:I l 1-11- ~ ~,oP ~ =I i C- ~ - CARRY RIPRAP UP SIDES 2'Ml1v. Eert~i~zer: - I,o00 lbs./acre - ~o-to-IC
- I I - I s~0~' -1 I I=' -i' - I I~~I' TOP Or" BERM OF SPILLWAY Superphosphate - 500 lbs./acre - 207 Mulch - 2 tons/acre -small rain straw 9
:III-l I i-! I I-i ! ' ' ~P~ ~ ~ ~ ~ i I-" - q i ~TT ~ - 1 MIN. ~ _ ~l i ~ ~ ~ ~ = r N ~H „~R N~ , !v~ IN a - I 1=III=11 ~=III=_ , =I I i-! I I-I ~ I-Ili-111 I is==i ' ~o roP ELEV. of Anchor -Asphalt Emulsion - 300 gal.~ocre TOP ELEV. OF STORMWATER ~
6'~ TRENCH AND STAPLE _ _ _ - i - _ _ =i ! I=!', - W - I,-~- ~-III-I ~ -1 i-~-I I i- ~ I-I ~ -i ~ ~ ~-1 1-
AT ~ z" CENTERS ALONG -1 I I_I 11=1 I l~l i 1=1 I ~-l I I=_ I-1 I=1 I l=1 I I-1 I I='~ I I-1 I l=1 I I-~ I I_' _ ~ ~ - - - 1-- - - 1' F ~ r LOOD STORAGE ZONE o , _ ~ ~ ~
1 I I-1 I I-1 I I-1 i I-III-1 ~ I-~ I I-III- -i 11=1 I i-l I I-III-III-III-III-I l 1-i 11=' ~ I ALL EDGES PERMANENT CHANNEL LINER- -i I- - - - ~ I- ~ i=~ - - - - --ITi- i = ' SEDIMENT ST( I ~_I l l_I I i_I I I_I ~ ~_l I I_I I I_I I I_I 11=1 I I-1 I I-1 I I-1 I I-1 ~ I-1 I I-~ ~ ~,-1 ~ I i- sEOI~ENT sTORA~E zorvE ToTA~ BASIti CAPACITY SEEDING SCHEDULE
NORTH AMERICAN GREEN #sc25o III ;III=i I I-1 11=11 I-1 I I=1 I1=1 11=11 ~=1 11=1 I ~~-1 I1=1 I I=1 I I=11 I-111=III=i i 1=11 - - - - - - - - ~ -%r
-I 1=Iii-'I=1 =I~=11- !=i I=,~_ I, & ~~~~o To eE NELD .N PLACE ~~-,,~,,_I~~-~II-1,~_I~~_II~_III-III_ICI-~~1-III1=11I-1~I_~~I,_.,,_III_~~~_ -I it - t i~ -~r- 1 N SHOULDERS, SIDE DITCHES, SLOPES MAX- 31 5 MAX. SEDIMENT DEPT
PRE~-'ARE SOIL AND SEEDBED WITH NAPLES AT 2C" CENT R -111-III VIII-'~!='~!=~1=~=i!=1~=i~1-1~ =I~~=III-Iii=i~'~I ~i=l ~ -I (~-III-III-I I I__I I I_ l u ~ i ~ l i p ~ ~ i~ ~ E S A u 15 -Nov 1 T l l f L N 1 8 g a escue 300 lbs./acre Nov 1 -Mar 1 Toil fescue 300 Ibs /acre
A000Ru~Nu TO SEEDING SCHED. hR~`~~ ~ ' T A~ ~HANNEL ANA ~ BEN ERS INCLUDING APPLICATION OF LIME, DOWN LENGTH OF CHANNEL. MAXIMUM LEVEL OF SEDIMENT C01 MIN. ~5 WASHED ~ Abruzzi rye
~ERTIL~ZER AND SEED BEFORE CLEAN WHEN THIS LEVEL IS REAC F SEDIMENT COLLECTED Mort -Apr 15 Toll fescue 300 Ibs.!acre BYLINE Apr 15 -Jun 30 Hulled Common Burmudagrass 25 Ibs./acre
P~-ACING tiWER. BEVEL IS REACHED Jul 1 -Aug 15 TaU fescue and ^~25 lbs. acre RIPRAP """Browntop Millet 35 Ibs. acre
- - SE~TIOIv THRU Bp ~ ~ Q ~ *""or Sorghum-Sudan Hybrids 30 Ibs./acre N THI`~~~ 8~~~.N , N~ FI~iER SCAM
SLOPES (3:t - 21}
CARRY RIPRAP i~P SIDES OF SPILLWAY SPILLWAY
Mar 1 -Jun 1 Sencea Les~pedeia (scarlf~edj 50 Ibs.jacre
Mar ' -Apr i5} Add tall fescue '~0 Ibs.jacre
4' MIN. Fj~ 3' iMar 1 - ,tun 30) Or odd weeping Lovegrass iQ Ibs.jacre (Mar 1 - uun 1) Or odd Hulled common Burmuaugras., 25 Ibs.~acre
Jun 1 - Sep 1 '""Tall fescue and 120 ~bs.~acre
1' MIN. FREEBOARD I I ~ ' ~ "'"Browntop Millet 35 Ibs ~ocre S ~ **"or Sorghum-Sudan Hybrids 30 Ibs, acre / ~~M~~ Sep 1 - Mor 1 Sericea lespedezo (unhulled, onscaris,edl ?20 Ibs, acre
ANCHOR WITH STAPES , rr P j I & Toll !escue ~ 120 Ibs.~ocre
~,AT 12 c.c. 'A Ex's ti'', ~,A, ~ ~ - _ _ _ # 1 F ~ ~ (Nov 1 -Mar 10 Add Abruzzi rye 25 Ibs, acre 1 RIPRAP y 3' /
~ . ----r-- - - - ~ 0 0 ~ WA H T tit Consult Gonservat;on eng;neer or sole Conservator Service r r -~d,;.cnof mrorroaf~on concerning other alternatives
"';K;° S EE S CNE for vegetation of denuded oreos, The above vegetaf~on rotes ar those which do well under local conditions; other seeding rote combinations are possible.
Temporary -Reseed according to opi~mur^ secse~ aesred permanent ~egetat~on. Do not allow temporary
~ S T ~ F~ 31 •o EC ION T~~R~ BERM AND INTER P~~J~LC~~U~ U~CW cover to grow over 12 inches .n height before mpw~~.g. :•~e•„se 'escue may be shaded out.
SEDIMENT STORAGE 1,SOC ~ 10' x '0~ siGtiT TR~A.NGLE STORAGE 1,800 CUBIC FEET PER DISTt~PE3ED ACRE
~ - !SE DIVERSION DITCHES OR BERti+S AS NECESSARY TO INSURE ALL SEDIMENT
o ~ ~ ~ ~ ~ NOTE, USE DIVERSIO! ~ w=Q LADEN RllNCFF IS ~ RllNCFF IS C~RECTED INTO TEMPORARY SEDIMENT BASINS.
AN~,~NOR NETTING Ln a~~
6 ! REN~H Q; .
EMPORARY LINER- - I
J NORTH AMERICAN GREEN SC15C ~ ~ S ~~c; o
Q' LANKET OR 100 LBS./10D0 S.F. z; ~0 ; e
STR W f~uL~ HELD IN PLACE A " ' ' ~ N ~ o' -
WITH NETTING AS SPECIFI wl E D ~ undrwtbed sak j
I 3 ' _
z ~ I ~ ~rrj ~ ~
ANCHOR WITH STAPLES AT ~ ~ I ~ b• kya, i
36" O.C. A'~~!~NG EDGES .
2G' 2:I Ort~YtlM .____l- e'Mn. / o r~
I 0 - CL_ 1 cRiPRAP 6" T~'i; K LAYER GF
' SECTION A•A ISLE ~E.;T~ON THRU BASIN 6ELOW) 2-3~~ COARSE AGGREGAT ~
I E
o%cnrrr+Onda ~ A I )NVERT PIPE
~ I r~~
MuNumlkadt of 1%tor ~ Ste. r~• FLOW
Tnatbn al 1S kMIlYI11Nfl _ 10~-0" MAX. SPACING ~ ~
i A MIN. 12-~; 2 GA. ~ rR~A ~5 WASHED STONE. A ~
iNTERMECATE WIRES n _ ' 1 l ~ 1" THICK X 3~ HIGH mow Nt sraw,ac Mt,~ , MIN .
~ _ . ? _ 5u' RIuN 5F WAY gwrebnaDike ~ I I / ~ j ~ I j ~
tdtRifl, 144 F,a~~tlC o .N _ _ i I PLAN i
i , 9R _~~;>*l ~ 6~.H ~ I ~ DI C _ r-- 6 --I
- ~ I r PERSPECTIVE VIEW NO SCALE I TYPICAL
r v ~b 'jIOMrIOrI NOTE: `;H UL E . ~ RA L WaY S :~UL R ~ onion-~~ r~ '
' r~',i AREAS TO BE DISTURBED PIPE INV RT ~ 2' MIN. r E
1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND ~ o~ i ~ ~xtST I ,e+r,'ti-}~ 8 ~ ~ HAVE A MIN. OF 6 LINE WIRES WITH 12" STAY SPACING. o ~ ~ ~i?Yy}~~~' y • (CUTjFILLEG, ETC.) ,
MIRIFI 140 FABRIC (OR EQUAL) SHALL BE A MINIMUM OF 32" ~ 1 , r ~ + J y,~, s . y, ~ ' RIPRAP HEADWAU~ ~ COMPACTED Y~ ~ +81~CIfrd F SOIL i sue. y', ~~W
IN WIDTH AND SHALL BE STAPLED OR WIRED TO THE FENCE. 2~~~ COMPAC~E SUBGRA~ r~''~+~~1'~'r?~?'~~-~ ~~r J NATURAL GROUND
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND SHALL BE OF PE ~ ' J•'''I? + ~ ` ~ t s, o ~ e~ u, ~ w L w ~ ~ ~ SF 9.5A I ~ ~ . y tea. k~ ~ r,~~ ~ ~ ay,~, ~ i Y i t I ~pW
THE SELF-FASTENER ANGLE STEEL TYPE. SURFACE COURSE * y ~ J.,~ +y~. ~'ti'i~~. ~ CL. 1 RIPRAP (3' HIGH MIN.1 I I 18" MIN. F
4 WOOD POSTS SHALL BE 6'-0" IN HEIGHT AND 3"-4° IN DIA PAVEMENT ;,R SS SLOPE: ? ~4". FT ~ ~ 4t i~• y, +k'F ~tr ~ WIRE FABRIC SHALL BE FASTENED TO WOOD POST,, WITH NOT CNO~LDER CR SS SLOP. 1 "AFT u iw ~ b, .1~•,, ~ e. I --I - ~ - 5 WASHED STONE -'II- ' I- I - - i # - -I~ I-- - - - ~ I-
LESS THAN ~9 WIRE STAPES 1- t 2" LONG. ~ w , a" ~ ~ `8" C.A.B.C. ON a~' v ~ w / w ,t~w•I. SECTION THR A ~ I_ ~ l U B SIN, FILTER AND CULVERT PIPE I_I I I ! _I 1= = ~I=1 = ~ -
5. INSPECTIONS SHOULD BE MADE AFTER EACH RAINFALL, SEDWEN' COMPACTED '1 k~. ~'w' h I
T ~r DEPCSI S MUST BE REMOVED WHEN THEY REACH A MAXIMIiM C~ SUBGRADE I$OAETAICViEW•(NolbBdM) 1/3 THE HEIGHT OF THE FENCE. - j ~ _ ' I~ I-I - i_ I= I - I- I I- - _I I I-~ - ~ -
~ ~ ~-III - ~ I 1 ~ I-!I - ~-I
1
NO. REVISIONS DATE
Pine Valle Subdivisio ISSUED FOR BIDDING 5/3 '0a OQt SITE TECHNOLOGIES, INC. III ISSUED FOR NCDWO EXPRESS REVIEW 5/:9/Oa * r ` 75? t Land Planning & Landscape Architecture von DRAWN BY. T.A.S.
DESIGNED BY: T AS. 1 1 ..S. Erosion Control Details
P.o.aox 1612 Oxford, NC 27565 Brasfield Township, ranville County, North Caroli Owner: Gary Felton Land Investment Co., Inc. ar lin oa
1C. DATE: 4/23/04 OF: 12
919-693-2927 EMAIL: [e-mail] p, 0. BOX 109, Raleigh; NC 27605
SCALE: AS NOTED JOB NUMBER: 0314

SLOPE AS ~ND~CATED SLOPE A5 ~NDiCA'ED ON PANS ON PUNS
48" FOR 24" CULVERT
60" FOR 36" CULVERT
PACE ;R~?CeE CR
BELL ENG Cc PIPE / TG FACE 'JvA~~
l 2,~ f ~ ~ ~ ~ ~ - i I
z~ I i i
I I ~iawt~ I i ~ d ~ F- i ~d
-F-- ~I i ~ ~ 8~ - ~ ~ I ~ ~ r ~ ~ I ~ I A - / ~ I
I ~ I t I i t I I ~ ! i I "CONC. ~ 3 I z o : PIPE
~ I I~ I ~ 1 I I Zi i 1 ~ ~ li F . ~ _ -rt ---a I ~ I ~ ~o. i a,
I CONC C M WALL i RIpROSm RDIDI 111a0Sm RO~DBEG f ' I I 1 ' ~ G ya . ~ _ I~ ~ o
3 - --l-- - , i Ii i ~ ~ ~ - L L I I J J
~i~~:. ~T~ ~ ter.. Y'. I i ~ ~ 'Ill ~T' ~ J, , J .I _ I ~ ~ ~ .-v . 4 i ~ I ~t ~ ~ 4 ,r REBAR T~ ~ I, ~ ~ ~i ~ ~12„~ #
3 ~3 ~ -1- - ~ ~ I , ~ ~-Y,'~~y~- ~ r fir` ~ .b.; ' ~ ~T r~~~r~~ ~ i ~ r_~.i ~ .I~ r r~r~;'~r i Kr.~,r ~ ~ _ 4 ~ REBAR
, I, ~ I 1 ~ NCP b~ ~ II \r rr l ~i : ~Jr Lr' L I- - - t - gyp' ru, l.- y 7' ,!,rl I(1,~ I A 7 ( P
E115~SmQwgEO ~ „Ir. ~ ~'`-~~l hl ~ 1 ' ~ J ~ ~ VI's )fJ~ i.(!~ ^l!j ! ~..I~,~~~r:. 7 Pte,
~ ~ ~ !r tit ~r I ~ ~tih I ~i<, r, u r ~ , ELEVATION , ~ r ; 4T Y , ` ;,r END ELEVATION
' ~ ~ . ~ ~ ~ .(~R _ ~ (1~5 r~ r ;J ~ - - - - ~i~' '-,J>~.. ,7 i Id - ~ - 3 C +--r ~ -1 ~ r , r J, J lr~ I
l I I ~ I \ ( ~ ~ I rlH EO E4o SECitO ~,r ~ ~ti. ~ ~ 1 J ~ r ~ J ~ Wi END ~ PIPE ~ 1, by ~.,17vI L7~ r y _ ~ _ I ~ _ ? I~ Jar 309 f- rt~ - `h _ _r,, r,,,,,,ll`;y~
i i ,r_<. -;r ~ ~ I ~ ~1~-~ ~a +1 l,~~, 48" FCR 2a" CULVERT - , _ . ry 60" FOR 36" CULVERT
308 ~ --~---r- ~ ~ , ;,+s~.y I ~ ~ a~2m a cw~ t e• m i ~ ' ~ ~ li f j .l~~rr"J Il~". ir~~
,;~''r- ~ COMMON CMENSICNS
.P 300 ~ ~ - ~ ~1 i , ~ ~ / v'+S e Urn,. ~ ~ 7 ~ ~ ~ ~ ~ f1 ~ 1 ~ ~i ~ i
- 30_ rt ~ ~ hr I ~~~-Z ~ ~r i ~ I 2a" I 4'-2" ~ '0"
I ! ~ ~ i I nC ~ ~ i ~ ~ ~ ~ ~ ~ ~ Jf . p ~ i ~ ~ . ° I ~ ~ ~ ~ - 4- 4" 1 1 36 I ~ B° ~ 3 / t L i _ .1
304 l_L~_L ~ - 1- ~ - - ~ r ~ ° ~ -60-5C-a0-30-2C-'C . z~+3C+40+5Ct ~ ' " 6G I ~ ..o, o ~ A t ~ ~ / A ~ I
SCA<_E: ~ RIZ.
LONGI?~DINAL :_~i5`_-SEC''ON CROSS-SEG?ION THROUGH P~~ -4 I II I ,ENERAL NOTES, lON THROUGH Pat _ ~
~ A~~ CGRNERS SHA~~~ >3S C'~AMFEREC OF NAVE A RADIUS Ur I
1 v ~ ~ ~ C~~aSS ~B~ CONCRETE S~A~~L BE C~SEC
~ ~ ~ i
ALA C~~'~_VER' ENCS W~~T~OUT r+~EAC~NAL~S SHAtL SAVE CONCRETE FLAiRED END SECTIONS
PLAN
305 I'-T- - --r- i
I ~ i ~ , I 304 ~ - t---f--~-i--+-~-- - - - ~ .
~ Rpnoseo~~ RoROUC ~ ~ ~ i I i ji
~ fi~
~ 302 s ! ~ --r--~ ~----r -~--rt--~
i ~ ~ I ~ 3 36 I T- - - i ~ ~I i I
~ PRpPOSfA R0.WI n ~ 1 -t-{-' ~ ' p ~ fi ' I- vxovosco pwoe~o ~ 335 ~ - -
1 1 •--t-5i0 SLOPf~ 1 i t ! v _ ~ ~ RO SE R ADB D ~ r -
334
~ ? ~r~ i ~ ,
, 7 _ -1- - _ "I J ~ 7 I.,I J ~ i J r J ~ r~_ r~ , ~ ~ l ~ 3 J--~--1-+-~ ,'rF-1 r~l" rl ~ I ~ r~~,~ 32 I I I ~
Fns m+f{we[o ' I ~ ~ i I ~ 'rd'. [ ~ r~ ~r Iii ~ ~ i~ . 1~ ~ t, I ~ ~ ~ ~ r ,-J ;I;.1 'I ~ ~ . ~ .J~ T
296r-- - - - - y~ ri~1 it r"r.1,,1 !L' ~'~ti ~ J I - i ~5 a it h - .~,~rN i ,y .l , 331 ~ it ~ 'r ; ~ ~ ~ ~ r I~ .
r i ~ ~ ~ ~L 29` -t--~- - - - ~ ~ r ~ ~ rlN eo tNO seer a ih~ ~=~i- ti ~ r J I -n ~hJ~ ~ ' ~.I l~~n r~~ J~~~ 330 - -I--~', r,., r= ~r ~ ~iY ~ ~ ~
~ oo P P,Pe- I I ~J ~ r r ~1 , 4 ~ - ~ ~ , ~ 1~ 1, r ,a~ r ~ r F_ - 1 i i l 29 ; - i -4: ~ I _ - ~ 1 ! , .!r I ! 328 ~ - r I lr~. i I
29, _ ~ ~ 1 J 1.+,_-r, J i - K~, f 1! T ~l, r'I , Irv I r r~ + r ~ ~ i 1li~ :.F;r~~~,rl `~:~i3f G 327 + --C~-1
. ,'d ~ ,~I,-x~_u, .u . ~ ~ ~ I
292 - ~ ~ ~J-~,c~;!' ~ ~ , -i,; ~ ~ ~ i ~ i zr~ ~ I j~,~;;~ ~~r~ ~J~ 326 ~ - ,_y3 ~ ~ I
29, L_Y I - - I ~ ~ ~ ~ \ / 325 / oo „ '
i~ 29C j-' - ~-±--t-+ t-- , ~ ~ rro a r-w.naismcwao ~ 324
i i ' ~ i i i i II
289 „ to 323 ~ ' mur a cui r oar ~ i I
SCALE: ~ =4C' NC:R:Z. 1 °=4' VcRT 1 " = a' 322 I wr u
~ONGTUDINAL CROSS-SECPON CROSS-SEC?i0N THROUGH PII i 321 f--- ,i ON THROUGH PIPE ~ ~ i ~ ! ~ NOATE~ THIS C~ LVER~AiS PREP~A„ N~
i I ~ ~ CULVERT HA S LED 320 - ~ -~-~---r-- 1 NO ACCURATE CREEK CROSS-SEC'wN
~ ~ ~ ~ CAN BE DRAWN FOR THIS
I 319 -i--L-1-----' INSTACLaTION. -60-50-40-30-20-10 ~ +10+20+30+40+50+60 ~
SCALE: 1 "=40' HORQ '
LONGITUDINAL CROSS-SECTION CROSS-SECTION THROUGH PIPE
'20 ^I i
319 ~
i i
3'•8 - ' f
~
j rF' - 3 ~ r-- i
veovoseo Muoxo
315, --I- ~=;'~u - ~ ~ ~ ~ -~~r ~;?y l,_,,, ¢a -j,l,r~ ~rl !;r
314 r ' ti~r~~ 1' f~ , rte., ' (+~i`l ~ r ! ,,`-!iT'~r ~_!ti!i ~'~1>~y 1 r ~j~ry ~ r U~r I r( ~ r~
313 ~ ~ - `I'` `'~1~7~7±c, ~ "'~~l;i h rr~ !'r r f~j,. ~ r-~~ ,L~' r1~t-
~ At? 2uc A , !r.;; ~r ir~~1~ r I, ~ ~ !~'+1.~,~_,r L 1?' T~ ~4. l rr. ~ rr ! i ! r ~ I I r ¦ . ea f 1" ~ ~ ?`r ! t r r ~ ~ti r , r ! N~ r t lr. 3 2 1af~~f~~rr'~r~r~.R~,, ~"s (~`y1111~1f ~ -`rr~1 j,~~,`71 r,>~~~-J ~''_h~~
n ~ rL:, ~7 ;~~I~(~ ~.:1? 1 ;~!'^,!~~lti `~r T\1~,~ ;1 f~:,( L\. 1i`~1 7i,~_ ti
311 ~ !~~',~r ~r~;~~l.r ~j~~~lJ-/Thy ' r~>~ i 1, tl~-~~""'~ti !;~~y~1 1~~~,7 i~~1y,r'Yi~~li~ ;~,rl(r~l r.,!fti~! ,lr7 1! _y,- ti : rum! t~ L la~,~ r~.llr f,_ ~ c~ ' ~jT ;rC
310 ~ ,~l =iTf'~ ~1~-~y'~hllir l~N~- r l r ~ i!1l`-`T-1.1.~!~'_-~Ty~•- v~ uo ~r =''~7L~iJ~r rl~~,~t~1.~.~f,l~ ~l~(y~.('r ;.1~~ r,l:T.i(rL 1'~-.~~I.L:,rl;r~u
I oo arc .il,~„ ~f, ~j;, 1 ! ~ + I :it~`l~- _,vS'1 309 - i~~~;i~i~,~`~ir~~T~l f- ~ . 7 ~ ~
r ~ ~r
308 ~~~i1.~ ; i( i . ! ~ ` ~ ~ rart a ati t• ' r ,~,~11. ~ ~ ~ Sri ~
307 ~ - ,d , ''~~~,II~~' ~ ' r
W~ 4 30b ~ ~ a
~ ~ D 4 ~ I p JD ~ J p ~ c 305 o ,
~ a ~ o> °T
a U 4 O~ v T. 4 -60-50-40-30-20-10 ~ +10+10+30+40+50+60 r,°Q ° `a
SCALE: 1 "=40' HORiZ.
1"=4 VERL 1" - 4' LONGITUDINAL CRCSS-SECTION CROSS-SECTION THROUGH PIPE
NO. REVISIONS GATE coo>. DRAWN BY.- TJLS.
SSUEO FOR BIDDING 5-3,04 ~.c-,.;9 SITE TECHNOLOGIES, ?NC. Pine Valle yrai
Subdivisio a' ISSUED FOR EXPRESS REVIEW 5/19i04 sion 2
753 Land Planning & Landscape Architecture Brassfield Township, v ille County, North Carol t r ' tr t DESIGNED BY. T.A.S. SHEET.' 1 h Carolina DATE. 4/23/04 Erosion Control Details OF: 12
P.O.sox 1612 Oxford, NC 27565 Owner: Gary Felton Land Investment Co., Inc.
In c
919-693-2927 EMAIL: [e-mail] P.O. BOX 109, Raleigh, NC 27605 A ~ o SCALE: AS NOTED JOB NUMBER: 0314