20000615 Ver 2_401 Application_20080425

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Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any pazticulaz item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14. GC3404
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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 ~ ~~ a ~ - ~~ x _r ~-
1. Owner/Applicant Information ppfl ~f ~ ~;',;, ~ --
Name: John Link Jr. `'~ `''~'
Mailing Address: LinkBros LLC ~"`~~~~~ -tiff°~~~r=~~ .,:>~4
4720 Rapids Lane ~ `'''' " ~'`~`'~~~'~}'
Durham NC 27705
Telephone Number: [phone] Fax Number:
E-mail Address: iml e~l(a,aol.com
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: Summit ConsultingEngineers
Company Affiliation: Engineering Consultant hired by owner
Mailing Address: 1000 Corporate Drive, Suite 101
Hillsborough, NC 27278
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: manu.castel(a»,summit-engineer.com
Page 5 of 14

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 maybe 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: Pleasant Green Woods Phase 3
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0803-08-7249
4. Location
County: Orange Nearest Town: Durham. NC
Subdivision name (include phase/lot number): Pleasant Green Woods Phase 3
Directions to site (include road numbers/names, landmarks, etc.):
From Durham, take I-8S to the hi~ay 70 exit (towards Hillsborough). Turn right at arst
stopli,~ht onto Pleasant Green Road. Follow P.G. Road past Willet Road intersection. Site is
on right (east) side o~P. G. road, SOD' past house at #4507 Pleasant Green Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0547 °N 79.0038 °W
6. Property size (acres): 73.5 AC
7. Name of nearest receiving body of water: UT of Eno River
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 14

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
90% wooded 10% open fields. general land use in vicinity is rural residential; existing use on
site is residential- vacant.
10. Describe the overall project in detail, including the type of equipment to be used:
Proposed residential subdivision with picblic road and stormwater cross culverts; heavy grading,
excavation and paving_equipment will be used • a pedestrian bride will be constructed over a
stream segment (without channel impact).
11. Explain the purpose of the proposed work:
Build road to access a platted 20 lot 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.
PREVIOUS -PHASE 2:
Jomali Drive road crossing of the stream and buffers (<100 linear feet) was allowed without
mitigation during phase 2. No other impacts to wetlands.
USACE Action ID 200020999, application date May 9, 2000, approval date May 22, 2000.
DWQ Project 000615, application date May 9, 2000, approval letter June 30, 2000.
PROPOSED -Phase 3:
The original plan to extend Jomali Drive across a perennial stream was abandoned in favor of a
new access to Pleasant Green Road that crosses a smaller intermittent stream. See Impact
Justification (Avoidance and Minimization)", Section VII.
Dec 4, 2002 Orange County stream determination letter & map for phase 3
April 9, 2004 USACE jurisdictional determination letter & signed delineation map for phase 3,
Action ID 200420840
April 1, 2008 Orange County Erosion Control Plan Approval for land-disturbing activity for
phase 3, permit # EC07-0087
April 1, 2008 Orange County Neuse Buffer Rules Authorization Certificate for phase 3
Page 7 of 14

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.
None expected; this is the last phase of Pleasant Green Woods.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 maybe included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Impact #1 (permanent) is a culverted stream crossing, paved public road, impacting stream and
buffer (no wetland impact). Impact #2 (permanent) is a pedestrian brid~pactin~ buffer only.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
Page 8 of 14

3. List the total acreage (estimated) of all existing wetlands on the property: 0 AC
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact

Number
(indicate on
map)

Stream
Name

ype of Impact

Perennial or
Intermittent? Average
Stream

Width
Before
Im act Impact

Length
(linear
feet) Area

of
Impact
(acres)
1 UT -Eno
River Road.• Grading,Paving
Culverts, Riprap Intermittent 3' 89 0.01

Total Stream Impact (by length and acreage) 89 0.01
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
indicate on ma
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc. Area of

Impact
acres

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): 0.01
Wetland Im act (acres): 0
O en Water Im act (acres): 0
Total Im act to Waters of the U.S. (acres) 0.01
Total Stream Im act (linear feet): 89
Page 9 of 14

7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The site abuts two public rights_o~y. The proposed intermittent stream crossing is a lesser
environmental impact that a continuation ofJomali Drive across the lardperennial stream due
to topo,~raphy. stream width and stream classification. The owners voluntarily purchased
additional land to facilitate the proposed connection. The proposed crossing is perpendicular to
the stream. A concrete headwall is used to reduce fill. The culvert will be embedded to support
passage of aquatic life.
The contractor shall install tree protection fencin along Zone 2. The construction mana.~er
shall inspect the function of erosion control devices re.~ularly. The requirements of a NPDES
permit shall be followed. The pedestrian bride shall span the creek without stream impact.
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 10 of 14

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 January 15, 2002, 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 maybe 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 NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
andlor 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.
Phase 3 stream, wetland and buf er impacts are below the thresholds requiring mitigation.
No mitigation proposed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 11 of 14

IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ^ No
2. 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 ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ^
2. If "yes", 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
(s uare feet) Multiplier Required
Miti ation
1 4748 0
2 2804 0
Total 7552 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
Page 12 of 14

3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Existin.~ impervious surface = 0.09 Ac (0.1 % o total area).
Proposed impervious surface = 6.82 AC (9.3 % of total area).
Erosion Control BMPs shall be used for sediment control. Level spreaders shall be used to meet
the diffuse flow requirements per 1 SA NCAC 02B .0233.
The developer has provided protected open space (beyond that required by zoning ordinance)
along he perennial stream corridor and elsewhere on the site to aid overall in Itration of
runoff. Pedestrian trails shall be surfaced with mulch only.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Individual subsurface absorptive sewa.~e disposal systems will be constructed on each building
lot.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative. impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
Page 13 of 14

http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV.
A
(Agent's ;
This proiect includes all conti,~zcous land owned by the developer, and is therefore the last phase
of Pleasant Green Woods. All streams are within Open Space, which is protected from future
development by zoning ordinance and restrictive covenants. There is no opporticnitX, or. uture
impacts by individual lot owners or bacilders.
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).
'Agent's ign ure Date
is valid only i an authorization letter from the applicant is provided.)
Page 14 of 14

ORANGE COUNTY PLANNING & INSPECTIONS DEPARTMENT
Craig N. Benedict, AICP, Director
Erosion Control Division
[phone]
[phone] (FAX)
www.co.orange.nc.us

306E Revere Road
P O Box 8181
Hillsborough,
North Carolina, 27278
~~ ~
-..~ ~.G.
April 1, 2008
Mr. Parker Sniffen
Summit Consulting Engineers
1000 Corporate Drive, Suite 101
Hillsborough, NC 27278
Re: Pleasant Green Woods -Phase III
PIN, 0803-08-7249 Orange County, NC
Buffer Impacts an Unnamed Tributary of the Eno River
Neuse Buffer Rules AUTHORIZATION CERTIFICATE
Dear Mr. Parker:
Upon review of the proposed impacts to the protected riparian buffers on the referenced
site, Orange County has determined that the requirements fora "No Practical
Alternative" have been met. Thus, the County as local delegated authority grants this
Authorization Certificate approving the allowable uses described in your plan.
Specifically, you have been granted approval, in accordance with the conditions listed
below, to impact portions of the protected riparian buffer for the purpose of constructing
Paper Birch Lane, a new road associated with Pleasant Green Woods -Phase III
subdivision. The project also includes installation of apre-fabricated footbridge to
connect a greenway located within designated open space. According to your submittal,
4,748 square feet of zone 1 and 2,804 square feet of zone 2 will be impacted. These
impacts are allowable and do not require mitigation.
This approval is only valid for the purpose and design described in your submittal dated
February 19, 2008 and March 24, 2008 and in the erosion control plan submitted and
approved by this Office. Any change to the project requires notification to our Office and
may require submittal of a new application. If ownership of the property is transferred to
another person(s) or entity, the new owner(s) will be responsible for complying with all
conditions of approval. You are required to supply a copy of this Authorization
Certificate and approval letter to the new owner as well. For this approval to be valid,
S:~ErosionControl~Erosion Control Div~Neuse Buffer~Authorization Certificates~2008~Pleasant Green Woods III.doc

Mr. Sniffen
Paae 2
you must follow the conditions listed below as well as any other conditions identified
within 15A NCAC 2B .0233.
Conditions:
Diffuse flow of all stormwater at non-erosive velocities shall be obtained prior to
entering the protected stream buffers as identified within 15A NCAC 2B .0233.
Based on the proposed submittal, four level spreaders will be constructed in
accordance with the North Carolina stormwater Best Management Practices
Manual.
2. Supply our Office with copies of all permits granted by the NC Division of Water
Quality and the US Army Corps of Engineers.
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter.
To ask for a hearing, send a written petition, which conforms to Chapter 1506 of the
North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box
27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and
binding unless you ask for a hearing.
This letter completes Orange County's review of the "No Practical Alternatives"
determination under 15A NCAC 2B .0233, and "Determination of Mitigation" under
15A NCAC 026.0242. If you have any questions or would like a copy of the Neuse
Buffer Rules or Orange County's stormwater Ordinance, please feel free to contact me
at [phone].
Sincerely,
,~ -
Terry L. Hackett
Water Resource Officer /Erosion Control Officer II
cc: file
S:~ErosionControl~Erosion Control Div~Neuse Buffer~Authorization Certificates~2008~Pleasant Green Woods III.doc

ORANGE COUNTY PLANNING & INSPECTIONS DEPARTMENT
Craig N. Benedict, AICP, Director
Administration 245-2575
Erosion Control Division
[phone]
[phone] (Fax)
www.co.orange.nc.us
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Letter of Approval
Tuesday, Apri101, 2008
LINKBROS LLC
4720 RAPIDS LN
DURHAM NC
27705
306F Revere Road
P O Box 8181
Hillsborough,
North Carolina, 27278
Re: Erosion Control Plan Approval for Land-Disturbing Activity in Orange County, North Cazolina
Specified Conditions of Approval Applicable to this Site
Project: Pleasant Green Woods Phase III
Pazcel Pin: 0803087249
TMBL: 5.24..4
Permit #:EC07-0087
Total Acreage: 73.47
Disturbed Acreage: 6.82
To Person(s) Conducting Land Disturbing Activity:
Approval of the Erosion Control plan for this site is hereby granted. This letter and its attached statements, conditions.
approvals, comments, etc. becomes part of the approved Erosion Control plan for this land-disturbing activity.
The Land-disturbing Permit (Erosion Control Permit) will be issued at the Pre-Construction Conference. No timberin¢.
~radinQ, etc. may occur prior to this conference. Please read the attched Conditions of Approval carefully in order to
understand your resposibilities and liabilities. Failure to comply with the Orange County Erosion Control Ordinace may result
in a Stop Work Order, Fines, and or Penalties.
Sincerely,
/~
Reynolds J. (Ren) Ivins
Orange Counry Erosion Control Supervisor
rivins @ co.orange.nc.us

Conditions of Approval
Revised 01/06/05
CONDITIONS OF APPROVAL PARTICULAR TO THIS SITE
Several conditions specific to this project must be met as conditions of approval for the
erosion control plan, before any work may begin. These are discussed below.
1. LAND-DISTURBING PERMIT. ALand-disturbing Permit must be purchased
before any work begins. Failure to do so will result in the fee being doubled. It is
your responsibility to ensure that the Permit is purchased. The fee for the Permit
is $4,405.72.
2. Before any land-disturbing activity can begin you must acknowledge in writing
that you have read this letter, understand its requirements and implications, and
are prepared to ensure that you, your contractors, agents, etc. will observe these
requirements. A letter of acknowledgment is included.
3. Since the land disturbance will be greater than one (1) acre, the NPDES general
stormwater discharge permit for construction activities (NCG010000) .applies to
this site. This permit became effective October 1, 2001, and on March 10, 2003,
the threshold was reduced to one (1) or more acres of disturbed land. A copy of
the Permit and a notice memo discussing the requirements are attached for your
review.
4. Please provide a copy of the Section 404 approval and the 401 water quality
certification once they are received. No work in the stream may occur until these
approvals are obtained. Note that Orange County has local delegated authority
from the state to administer the Neuse Buffer rules. As separate authorization
letter will be provided from this office for the buffer impacts.
5. Contact Terry Hackett at [phone] to schedule the pre-construction
conference. Typical attendees are the Owner and/or Representatives, Erosion
Control Design Engineer, General Contractor and Grading Contractor.
We look forward to working with you toward the successful completion of this project.
If you have questions about this letter or project, do not hesitate to contact Erosion
Control personnel at the telephone number in the letterhead.
Failure to appeal these conditions in writing within 15 days after receipt of this letter, or
initiation of land-disturbing activity, signifies your acceptance of these conditions of
approval of the erosion control plan and your intention to observe and implement the
conditions.
S:\\Erosion Control Div\New Work 2007\Orange\Pleasant Green Woods III\COA.doc 7

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200420840 County: Durham U.S.G.S. Quad: NW Durham
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: John M. Link, Jr.
Address: 4720 Rapids Lane
Durham, NC 27705
Telephone No.: 919-245-2306
Size and location of property (waterbody, road name/number, town, etc.) The site is located at the south end of Jomali
Drive, east of Pleasant Green Road, adiacent to an unnamed tributary of the Eno River, in Orange County, North
Carolina.
Indicate Which of the Following Apply:
_ Based on preliminary information, there maybe wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps.
X There are waters of the U.S. on the above described property subject to the permit requirements of Section 404 of the
Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, maybe relied upon for a period not to exceed
five years.
X The waters of the U.S. have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 4/9/2004. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Remarks:
Corps Regulatory Official:
Date 04/09/2004 Expir ion Date 9 aaril 2009
Page 1 of 2

Action Id. 200420840
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Todd Tugwell at 919-876-8441.
Basis For Determination: This waterbody exhibits an Ordinary High Water Mark as indicated by changes in soil
character and absence of terrestrial vegetation and is hydrologically connected to the Eno River in the Neuse River
Basin.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form.
Page 2 of 2

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SHADED AREA WAS NOT INSPECTED FOR'
WETLANDS OR JURISDICTIONAL CHANNELS.
THE FOLLOWING NAD 83 COORDINATES OF STREAM
CENTERLINE POINTS WERE PROVIDED BY SEAR BROWN
COORDINATES REFERENCED TO NCGS MONUMENT
"CORDON".
POINT# STREAM WIDTH NORTHING FASTING
SB 701 8' 838195.12 2002269.17
56102 8' 838169.19 2002239.91
SB 703 6' 836149.21 2002204.57
SB 704 3' 838171.31 2002149.06
SB 705 3' 838208.51 2002088.76
SB 706 4' 838221.92 2002079.35
SB 745 5' 838256.84 2002035.66
SB 746 3' 838267.06 2001988.72
SB 746 3' 838353.44 2001675.70
SEC 100 4' 838359.02 2001660.67
SEC 100.1 5' 838365.22 2001639.43
SEC 101 6' 838364.40 2001832.38
SEC 102 5' 838364.77 2001821.60
BEC 103 10' 838380.75 2001825.69
S6751 10' 83840843 2001798.62
SEC 105 8' 838422.35 2001792.79
SEC 106 4' 838434,08 2001779.99
SB 752 6' 838445.46 2001766.29
POINT# STREAM WIDTH NORTHING FASTING
SEC iD8 10' 838480.93 2001741.69
SB 755 8' 638531.49 2001711.30
SB 756 6' 638564.93 2001705.05
SB 757 6' 638521.58 2001647.28
SB 759 4' 838560.91 2001616.60
S6 762 5' 838592.69 2001620.90
S8 763 5' 838675.17 2001594.47
SB 764 5' 638721.42 2001606.62
SB 767 5' 838740.76 2001584.15
S6 768 4' 838810.23 2001567.00
S6 769 3' 838849.35 2001578.77
SB 770 5' 838861.90 2001612.13
SB 771 5' 838876.60 2001614.18
gg 77P 5' 838894.35 2001588.22
SB 774 3' 838876.23 2001567.41
S8 760 4' 838928.34 2001495.65
SB 781 4' 838957.29 2001486.03
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WETLAND DELINEATION
FOR
PLEASANT GREEN WOODS PHASE 3
ENO TOWNSHIP, ORANGE COUNTY
NORTH CAROLINA
JANUARY 2003
TOPOGRAPHIC INFORMATION FROM ORANGE COUNTY CIS.
S
N SR 1570 R`~i48
ye 'aM.atr
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HILLSBOROUGH A'c ro yn 'em
' Q "~ SR 1568 SITE
~ NG 10A
0
i n DURHAM
u I~
NOT TO SCALE
I, WILLIAM McCARTHY JR PLS NO 3248 1
CERTIFY THAT THIS MAP WAS DRAWN FRQO~~AA-' - r rr'~/
AN ACNAL FIELD SURVEY AND CORN ~~''.{~~Z r~ ~r~/~~
WERE SET OR RECOVERED AS NOTE{~
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-3248
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER
WETLANDS DELINEATED BY SOIL & ENVIRONMEMAL
CONSULTANTS, P.A. ON JANUARY 15, 2003, PROJECT #02-7424
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED
UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
NAME
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OWNERS ADDRESS: PROJECT ry
LINKBR05, LLO 1786202
4770 RAPIDS LANE TAnm'AP >~
DURHAM, NC 77705
5.24., 4
LEGEND: PIN ~

Q IRON ROD OR PIPE SET 0803-08-9249
® ExISnNC MONUMENT DRAWN BY.•
FOUND; IRON ROD OR LMH
PIPE UNLESS OTRERWISE
DESCRIBED CHECKED BY:
0 ALATHEMAIICAL POINT;
NO MONUMENT $Ei
~ UTILITY POLE DRAWING:
1786102.dwg
SEAR• BROWN
ARCHITECTURE ENGINEERING
PLANNING CONSTRUCTION
1000 CORPORATE DRIVE, SUITE 101
HILLSBOROUGH, NC 27278
VOICE [phone] EAX (919 732-6676
wwwsearbrown.com

ORANGE COUNTY PLANNING & INSPECTIONS DEPARTMENT
Craig N. Benedict, AICP, Director
`opal[ o/ ®~
Erosion Control Division d~ ~ ' ~ 306E Revere Road
[phone] t= ~ P O Box 8181
[phone] (Fax) Hillsborough,
www.co.orange.nc.us '"°<<~ e.t~~'°~ North Carolina, 27278

CERTIFIED MAIL
December 4, 2002
Linkbros, LLC
4600 Pleasant Green Road
Hillsborough, NC 27278
Reference: Neuse Buffer Rules Stream Determination
Pleasant Green Woods Phase 3 (PIN 0803-18-5951)
Orange County, NC
To Whom It May Concern:
This letter serves as confirmation of the on-site stream determination
made by Orange County on December 3, 2002 for the referenced property.
Orange County is the local delegated authority for enforcing the Neuse Buffer
Rule (Neuse 1?iUer Basraz.• Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of I?ipanan Areas Rule ~1 SA NCAC 2B . 023,0 .
Two water features (two unnamed tributary streams to the Eno River)
shown on the Soil Survey of Orange County, N.C. (June, 1977) and on the
Northwest Durham USGS 7.5 minute topographic map were evaluated to
determine their subjectivity to the Neuse Buffer Rule. The onsite field
evaluation found that the stream feature represented on the Soil Survey
(Feature B) is not present as a stream and thus NOT subject to the Neuse
Buffer Rule. Feature A (shown on the Soil Survey and the USGS map) is
subject to the Buffer Rule.
Y ;. .._. X. ~ J L

/ ~ / Soil Survey Stream
/v USGS Stream
Q Subject Tract (70 ac)
~ Surrounding Parcels
Contour Interval = 5 ft
N
W E
S
500 0 500 Feet
Pleasant Green Woods
Phase 3
PIN 0803-18-5951
Orange County, NC
December 3, 2002

State of North Carolina
Department of L~nvironment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
~ ~ •
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANO NATURAL. RESOURCES
June 30, 2000
Orange County
DWQ Project t): ODU615
APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Mr. John Link Sr.
4600 Pleasant Green Road
Durham, NC 27705
Dear Link:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 100 linear feet of
streams for the purpose of developing Pleasant Green Woods Phase II at Jomal Drive and Pleasant Green Road as you described in your
application dated May 9, 2000. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3102. This certification allows you to use Nationwide Permit Number 14 when the Corps of Engineers issues it. This
approval is also valid for the Neuse River buffer rules (1 SA NCAC 2B .033). [n addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-
Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA 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 except as modified below. If you change
vour project, you must notify us and you may be required to send us a new application.. [f the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in ISA NCAC 2H .0506 (h) (6) and (7). This
approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this
approval to be valid, you must Follow the conditions listed in the attached certification and any additional conditions listed below.
I . Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or areas within 50 feet of all
streams and ponds to notify the state in order to assure compliance for future wetland andlor water impact. These mechanisms shall he
put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later).
2. Stormwater shall be directed to flow at non-erosive velocities across the entire protected stream buffers.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of
the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter I SOB of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 2761 I-7447. This certification and its conditions are
final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions.
please telephone John Dorney at 919-733-9646.
i r
. Stevens
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
Ben Wilson; ECS Ltd.
Division of Water Quality Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
tion ID: 200020999 County: Orange
GENERAL PERMIT REGIONAL AND NATIONWIDE VERIFICATION
Property Authorized
owner: Mr. John Link, Sr. A ent: ECS, Ltd.
Pleasant Green Woods Phase II Paul G. Wiesner
Address: 4600 Pleasant Green Road Address: P.O. Box 12015
Durham, NC 27705 Research Triangle Park, NC 27709
Telephone: [phone] ext. 2300 Telephone: [phone]
Size and Location of Property (Waterbodv. Hi~hwav name/number, town, etc.): Mr. John Link's
proposed Pleasant Green Woods Phase II development site located off of Pleasant Green Road (SR
1567), adjacent to an unnamed tributary of the Eno River, near Durham, in Orange County, North
Carolina.
Description of Activity: Proposed residential subdivision development including fill for road
construction resulting in impacts to approximately 0.057 acres (including 1001inear feet of stream
habitat) of the jurisdictional waters of an unnamed and above headwaters tributary of the Eno
River.
X Section 404 (Clean Water Act, 33 USC 1344) only.
,-Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
X Nationwide Permit Number NWP 26
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and or appropriate legal action.
This Department of the Army Regional General /Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regardipg the Corps of Engineers regulatory program,
please contact John Thomas at telephone number 19) 876-8441~tension 2,5,~
Regulatory Project Manager Signature I
Date 1VIay 22, 2000 Expi

SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:

PROJECT NAME: Pleasant Green Woods' Subdivision Road Access
AID: 200020999
COUNTY• Orange
PROJECT MANAGER: .Thomas May 22, 2000
I. MITIGATION
1. Can applicant avoid doing work in wetlands? ~ YES
Describe: The project requires that jurisdictional
- channels and wetlands be impacted for housing subdivision
road access construction work.
2. Can applicant minimize wetland impacts. YES
Describe: The impacts are already mini iz d to the
greatest extent possible while still being able to fill the
amount necessary to complete the project.
3. Is compensatory mitigation necessary?
Describe: The waters are not high qualit
stream will be a gravel / sand substrate bottom
vegetated banks.
II. ENDANGERED SPECIES
speci Yes
2. If yes, describe steps taken to minimize impacts
(surveys, change in project design or location, consultation
with USFWS, etc.)
1. Will an ESA species and or habitat for liste
es be impacted (jeopardized) by this project? N
ana nave
YES
Relocated

SHEET INDEX
COVER SHEET
PRELIMINARY PLAN
ROADWAY PLAN and PROFILE
ROADWAY and STORM DRAINAGE DETAILS
GRADING AND EROSION CONTROL PLAN
EROSION CONTROL DETAILS
STREAM CROSSING and BUFFER IMPACTS
CS100
PP200
R400-R402
R402
EC700
EC701
SW600-SW601
HILLSBC
IM

Q
O
O
3
ROADWAY CONSTRUCTION DRAWINGS
PLEASANT GREEN WOODS -PHASE III
ENO TOWNSHIP, ORANGE COUNTY,
NORTH CAROLINA
GENERAL NOTES'
2008
EBRUARY 5
-
CONSTRUCTION ON THIS PROJECT SHALL BE IN0.000ROANCEWITHTHENORTHCAROLINA2002
1 ,
F -
'..
,
.
STANDARD SPECIFICATIONS FOR ROADS ANO STRUCTURES ``~''
L `4~~'
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT,
LINES MAY BE ADJUSTED THEIR BEGINNING. ENDING AND AT STRUCTURES AS DIRECTED
D
REVISED FEBRUARY 18, 2008
`
GRA
E
BY THE ENGINEER IN ORDER TO PROVIOEA PROPER TIE-IN
3. UNDERGROUND UTILITIES MAY E%IST ON, ALONG ORWITHIN CONFLICT OF THIS PROJECT.THE
TE MLffY
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CONTPACTORIS RESPONSIBLE FOR CONTACTING NC-0NESALL OR THE APPROP "-
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COMPANIES PRIOR TO ANY E%CAVATION.
4. THE EARTHWORK ON THIS PLAN GOES NOTNECESSARILY BALANCE; OFFSITE BORROW OR WASTE _ _ "'---^''
ti\ ___
/ „_ i
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MAY BE REQUIRED.
5. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD AND ADJUSTED BY THE ENGINEER IFNECESSARY. ~ _ i
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.
^ ~'
6, ALL CONCRETE PIPE SHALLBE REINFORCED ClAS5111.
7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION INACCOROANCE WITH LOCAL CffV,CWNTV i
PHASEI ,
'
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L-
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T~
AND STATE BUILDING CODES.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE fOR THE DEMOLITION OF ALL EXISTING ON SITE
B ~ j,
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'.,
___. -- - `-`- r I !,~~u'

'
ti!I
.
ABOVE AND BELO'NGRWNO.THECONTRACTOfl IS ALSO RESPONSIBLE FOR REMOVAL OF
FACIIRIES ~
/ ~ t
~
,
ALL WASTE RESULTING FROM DEMOLIRON, AS WELL AS GRADING AND FRLING OF ALL DEPRESSIONS / •.NC
TOINSURE THE SITE REMAIN AESTHETICALLY ACCEPTABLE
9. THE CCNTRACTOR SHALL OBSERVE ALL REW WED SAFEtt PRECAUTIONS IN THE PERFORMANCE OF r ' '
W= ? ~' PHASE 2, _ _
~ {,~
ALL WORK IN ACCORDANCE WRN OSHA
10. THECONTPACTOR SHALL GRADE, SEED ANO SOD OR OTHERWISE PROVIDE TEMPORAIIY PND
PERMANENTSTABILIZATIONOFALLDISTURBEDAREAS, ESPECIALLY SLOPES SEE EROSION ( _
1
_ _,~ - - ., I ', -
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CONTROL INSTRUCTIONS, IF APPLICABLE
ALL PROPOSED UTILTIES T08E UNDERGROUND THRWGHOUT THE SRE IF ALLOWED BY LOCAL CODES.
11 /
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.
12 WORK WRHWPUBLIC RIGHT-0F-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL / ~ ~~
~
REQUIREMENTS. NOTIFICATIONS, STANDARDS AND POLICIES.
13. ANY Sl18STTMI0N5, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PRW ECT ENGINEER, ~ / -
' ~
~
~
~
PLANNING DEPARTMENT STAFF, AND DEVELOPER.
PRIOR TO BEGINNING CONSTRUCTION, THECONTRACTORSHALL BERESPONSIBLE FOR 0.CWIRiNG ALL
14 / ~
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PERMITS NECESSARY TO CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT •
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ENCROACHMENTAGREEMENTS,EROSN7N CONTROL PERMJTS,NCDENR
RMITS ,/
1
.
PERMITS, ENVIRONMENTAL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PE
IF
WATER PERMITS % ~i
.
POWER EASEMENT ENCROACHMENT AGREEMENTS, USACFAWQ PERMffS,ANO STORM
`1 PIN: 0803-08.9249
THE CONTRACTOR HAS QUESTIONS ABOUT PERMR LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST //
1
~ Tax Map: 5.24..4
CONTACT THE DEVELOPER AND THE ENGINEER PRlgi TO BEGINNING CONSTRUCTION. ~,
//
' 411
~
~~ -- - --- - Plat Book 99 page 190
/~ ~ Owner.
/ SE 3 i LinkBros, LLC
4720 Rapids Lane

~~
S ~ ~ ~ I I
~~ Durham, NC 27705
Phone: 383~58fi
CONSULTING
ENGINEERING • ARCHITECTURE SURVEYING f -.. -
1000 Cdpbab Dr., 9u01 IW
HMNOrppA, NC i7079b951
Vace (9781 773'7993 Fix:1919173t-0Blfi
.•,~..,~u.,~w~
LOCATION MAP
SCALE: 1" = 400'
z
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PROJECt NO.
1786205
51[Ef NO
CS100

VICINITY MAP
NOT iO SGLLE

SITE DATA,
Parent Pamef.
PIN: 0803-06.7249
Tax Map: 5.24..4
Propery as desaibed in Deed Book 4031 page 471
Patent Parcel boundary data from survey recorded in Plat Beck 99 page 190
Existing zoning: R1; adjacent zonings listed on sunoundirlg property labels.
This prppery is entirely wiNN Ne Orange County Planning jurisdiction.
73.47 Aaes total
68.20 apes brat Wlside of proposed rigMM-way
Area kI new righlsof-way: 5.27 aces
Open Space: 36 75 ease (50.0%of tool)
Wee in residential lots: 31.15 ease
20 proposed sklgle lamiy residential lots
Average btsize:157 aces
Smallest lot 40,021 sf (0,92 acres)
Proposed budding setbacks, 417 front, 20'side and rear
OVERALL PROPOSED DENSItt: 73.41 acres20 oohs = 3.fiT acres per unit
HOUSE CONSTRUCTION FORECAST:
AMidpatetl'blildaul' duretim is 3.5years:
2006: Seven homes expected to be competed.
2009: Seuan Mmes ergRCted to be completed.
2010: Six homes expelled to be completed.
The devebper will eel loss my, W Individuals a builders, with no imrolvement in individual site
answcdm a house pddng. Neghborhmd convenanls will mandate 2600 heated sq. R minimum.
ROAD DATA:
Total length of new roads: 3195 feet
Proposed p4db roads shall be 2U paved street within 60' public Righlnf-Way
(NCOOTResidenp'al Collector dassficatbn, Orange County MajaLas! dassificelbn).
Proposed IkJhlof-way widN flan slalbn 10x00 M approzimale statbn 19e50 is 100'to fanditate
consWCom;Shoub NCDOT refuse to accept anypmbn of Pleasant Green Tail puNb Rightof-Way
wide Nan 60', UR remaining area shall became private Open Space.
5' utility easements proposed abrg each side al Pleasant Green Trail, Du6ide of Right-0l-Way except
wtlere riyn-of-way a 100'witle.
NO SIGNAGE PROPOSED. ~ x-15
NO LIGHTING PROPOSED. s~2na~~oo
a tore p J07
/ / _ LaaPeaP]n
'pare m
\ r USE ~ AtSt'A/A'IIAL
\ ~SAOOII1gNAl RW4M S,IGdrr "~~
/f\ TRIANGLES DEDICATEDh .. "~
. / /`~PLFA44NTGREENROPD. '."~ '- j
mA BIICRO j~ ",,••r'
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RECREAnoN and OPEN sPAGE: IMPERVIOUS SURFACE DATA: LEGEND VICINITY MAP
a
As a pubic parfcland dedipfion, owner shall dedicate approdmatey 17 acres d Open Space (shown hereon) to Ne ErNt River Assodan'on
Through a lee simple tNe conveyance at dme of Final Plat recoNatbn.
All remaining PRIVATE Open Space to be dedicated to tlR Pleasant Green Woods Homeowners Association, which iB a single legal entity for
Phases 1, 2, 8 3.
A schematic pedeshian trail system having a IengN of 3056 feet is sham hereon; at a prNiminary design widN of 5' Nis proposed melts
reaeation amanRy web constitute 15,290 square feet.
An improved trail connecting Jomali Ddva to Pleasant Green Trail shatl be consWded by owner, in the lacatbn shown. Idbwng Paving of
Pleasant Green Trail. ThN segment wiM indude a pedestrian Mtge. The bcetbn and desgn has been aDDmved by Ne Pleasant Green
Woods Homeowner's Association. The remaining hails sha0 ba completed within Nree years d Ne Final PWI Recordation.
Open Space has been desigrRd to encompass Ne woodland conitlor along the large perenial stream, as Nis is the moss anvironmenlalty
sensitive area and presumed to have Ne highest utilizatbn by wildlife populatims.
ENVIRONMENTAL:
too ponim of Nis property lies wilhb a Special Fkod Hazard Wea as Der FEN1A Flood Insurance Rate Map panel (1370342 0190 B, dated
March 16,1961, a Ne recently amerMed FIRM maps.
This property o wihin the Lowa Eno Protected Walershetl; see Impervious Surface Data table.
AM pmtxbd streams, wetlands aothar wale bodies rcrpacted by development andla anshuction are shown hereon. Delineation of streams
end oRldal delerminatiplla o(Neir protected stales has bean performed try prvate licensed soil xiantisR, Orange County Erosion Contra
staff and agents M dR US Amry Caps of Engneers. A Sheam and Buller knpap Plan shall be prepared b devil Ne proposed roadway
shaam aossing at Pipe kt.
All protected streams shall have buffers seated by dee0 inSWmenl.
LANDSCAPING:
This property is approxWnately 97% vegetated with mature hardwoods and secondary pine growth. Exisdng treelines sham m Grading Poan.
The area within conventional bolding seNadu9 is a tlesignated'Primary Tree Proedbn Area'; exstirg bees tlerein shall be preserved to
1~
L01 Area

IBF) lAC) EdMig
(b moan)
ISF)
Pmpwed
(BFI iobl
NbwaOW
(9F) Awralmg
AI'ronerca
(sF)
1 90,857 2.08 72,671 32,BN
2 BB,922 1.58 24,812 24,812
7 50,128 1.18 10.15] 18.153
/ 54,530 115 19,631 19.871
S 51,838 121 19.011 19.011
B N.908 1.03 18.788 18.196
7 67.087 1.45 21.707 21707
8 81,782 1./B 27,176 13,178
9 54,777 115 19,578 19,576
10 61.608 1.b 23158 23.158
71 94,871 211 34,082 34,082
77 98,730 218 75,A9 35,798
11 75,&6 1.71 2T,705 27,705
1l 51,7/6 1.19 18,6'A 18,830
1s la.a71 0.92 u,m tun
18 BO,BI1 1.66 820 29,107 28,187
11 97,921 2.25 2,890 75.253 32,583
18 7 386 3.77 505 77227 78,718
19 52,797 1.21 19.004 19,004
m BB,ia 1.57 u,ou 21 du
A 222.387 5.10
e e9aees 10.59 tvs n,seo
C /80,851 77A4 ],255
Pw.xal.n
ini RO.w
229,160
518
88,957
Open Spew
an0 A.0 W.
cantiw0

1,829,717

42.00

1,175

87,712

858,574

573,887
NOT TO SCALE
8 r

Pmate Open ~~ n ^
Specs R taro
Open Span shown as originally dNlneaNd uMa ~ , \'i I
Cmcep Plan (separaro areas'A', 8' aM'CJ, -:.,_
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boundary helw9en O.S. area'B'and 0.5. area'C. - _ $
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~-' SITE ¢
Space
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meat Ne IaMscape requhements pf Section IV43A-0.1 0l Ne Orange Canty Subdivision Regulations. NG new plantings are proposed. u
1 7!113 PROPERtt IS IN T1E LwfEN ENO %701EC7E0 WATERSHED. g ~'° k p~'487
BoN buildin los and too n ce shall be sub'ed to restrictions m dearadin nduded in Ne HOA Reslridive CovenaMS. 2 RIPERVauB SUPFACE MAY NoT PxcEED R%a rota AnEa
9 WI'ra Pe ~ 1 9 7 ALLOCATION BY ACTUAL LOTAREA, ND7 ACCOPDINGTOROIDFRONTACE, ie.ILOT ARFAa0.78) N
1'E%ISTING IMPERVIWSSURFACE TO REMVN'uvp.UDES GRAVEL POADS ANO ANY STRVCIURES GIrOw7r. lD _
S PRONGED IMPERVIWSSJRFACE'9rCLUDESPAVEO PUBLIC ROAD, PROPOSED iRABG. (6 ~ N n
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I ' ( - i : ' ~ ~J LOTH '~. , ~ 1 - r s ~\ ~ ,, I I ~ yJ 1, \~~ ~ .:kT' j \ -.: 11.74 acres Open Space - N
~'~ t ,/ ) 6y ~ °„ ~~. u' - ~ '---""~~ `~` IaBAd ~\~~- ~--=~ i ~ ~ ~ ~~ \ ~ F /,x42, - ~_.SoEn~~StatePark ~ ~
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! r ~ , I s r LO 160.]Ye
\
/ - ~ - I :, p4App g 2.57 Ad /~i 4 /- - (shown in bold outline,
\
l ~ ~ l ~. / ~ ~ yt ~..~ I l 1.M Ae v A~ - ~ v~ ~~ ea "~ ~ ~ under'Legehd'j ~
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Durham, NC 27705 //
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1786205
GREET NO.
PP200

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PIPEd: VJ
TRENCH S.R. 1567 EXISTING L
PAVEMENT AND INSTALL
PIPE/A$PER NCDOT Q
STANDARD DMWING 654.01.
PERMANENTLY AHMOR
DITCH FORESIOPE AT PIPE4 O~
OURET TO PREVENT /T/

EROSION (SEE GRADING U
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PLAN). '~
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GRADE EXISTING ROADSIDE
DITCH (WEST SIDE OF ~ Q

DLEASANTGREEN ROAD)TO .
,
DRAIN iO NEWPIPE ~ ~
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PLUG BOTH ENDSOF ll. 'y
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EXISTING 18' CMP PIPE AS
PER NCDOT STANDARD ~ •X
DRAWING 810.71
W
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LIMITS OF 7' SF9.6A W
OVERLAY PAVING ^
LL
MILL EXISTING PAVEMENT TO
I DEPTH WITHIN 17 OF
EACH TIE4N; ~.
TRANSI710N FROM EXISTING
ASPHALT TO PAVE OVERLAY ~~
SHALL BE UNIFORM, ( I,
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27 x 20' PUBLIC
DPAINAGE EASEMENT
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LOW POINT ELEV=464.80 HIGH POINT ELEV=472.59
LOW POINT STA=1309.96 HIGH POINTSTA =16.5497
f
w PVI STA =12+79.% PVISTA = IE25 LOW POINT 0.EV=46fi.92
w a PVI ELEV =461.20 PVI ELEV =475.W LOW POINT STA=19+67.63
< rc A.D. =1000 A D - E.67 PVI STA =19+50 .... __ _. .
Ow K=3000. K=dS.W PVI ELEV=466.31
?lei I I A.D.=3.67
y 3aD.o7 vc I I
w i ', 300.27 VC ', K=45.00
LL Q
EXISTING IB'RCP Up _. _ _. _.. _ ~ _. // ~` .' . 165.2661'VC i..
INV IN ELEV 476.02 w ~ R EXISTING GRADES>B%; ~ / \~~ n
INV OUT ELEV N3.17 ~ c K=30 UTILIZED TO MINIMIZE FILL IN a // \ \ r e
e PROTECTED STREAM BUFFER. ~ ,°~ m ~ // \ ` vi ~
I > m
U m m O
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PIPE4 ~ \\\ 9~ - w m y1~ ', I `\ m ro N U -~-----..
1B'CMP 771.00% \ I ', E}~ I \\ ', > W ". i~ \ \.
INV IN \ W
STA 9+7213 470._.__ _.__.\~ __ __._ _. _. __..._ . ~/ _.... .._ _... __. \\ - ___.. '_..___ _.___.. -
\ / _
OFfSET 1796E o \ \ 7 / ~ '2.67% ~~//`\~~~ /''' 100%._.
ELEV 47357 m ~ \ P // \
INV OUT e v \~~, / 4.~ \\ ~~~
570.10+40.19 ~ ~ ~~~~ '
OFFSET 3/.74'L W w \ 9 / \ ___.__ _ _ _._.._. :. _ _ _... ___ .. ___.. _-_..
ELEV/72.87 _w .. w \@' - ~... .__..__ __. ....... _... _.__ _. ___ ._ _-_
~4 /

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80.00' VC n \
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24'CMP 57~I.00%

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/ 9TA 19+87
INV IN 461.00
INV OUT/61.18
PJI STA =10M0
_ _ _. __.
PVIELEV=475.W _ _. _ _ PIPE1 __ _..._._.. _. __.... .. _..... __._ _...
0.D.=d.00 48'CMP 58'0.83% '..
STA 13+00 ',..
N=20.00 4NVIN d5810'
INV OUT 45566'
~. ~~,. _ . _. _. SEE HEADWALLDETAIL... __. .. .. _
Paper Birch Lane
Proposed Residential collector
Horizont8l Scale: l"=50'
Vertical Scale: 1' = 5'
Q _25' 50' ___..100'. __ ..200'_.. __ J„_
Graphic Scale (horizonUl)
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mN51 q.9~- 3a ]sc ro6' }Ea
pmMMIMRgYP 1r Ix v Ir

Topes BERN I
T00E 1'MIH

PROVE LIP Wrc
CNWNEI
E%131p,~
B49EWIDiH
~
_
~Q
~W 0 ' `
_ \ _ _ a
°
a vAa 11A'Mx) ~
~r 29 1.T y` - \
`\\
`

iNE GRIDE.LME $EE09 \
\\
LEVFLSPRUpER-'
MIRCHLWlNEL $IDESLOPES, LIP IN BACNGROUxD.
9 BERM. LINEC!UNNa BASE B
SY)ESLOPESWSfERE SPECIFlED
SECTION "A' MOTTO SCALE.
INSTALLFLOW
BYPASS DEVICE PER
RANWHEAENEEDEO.
AENFORCED
SWAlE
~~
~N
CIS
¢~
~. LEVa SPRENEAUP y8
3 E%~T-~Ggou,,D !!!'''r urEROF I
~ / pr STONE
/ I
POOL
FINE GR,sOF,LNS, OEPM s
SEED, 9 MLICX LEVEL ~I
'
~
sPREAOERASIcesLOPES. n s'wlce sTRlPa
1- F0.iERFAB9IC
6 PEPFOPAIEO
UNOERpWN.OIWN$ 1SWDE
NTO BYPAAR SCALE f00iER
SECTION"8" NoT TOSrxE.
INSTALL RIPPAP p55PAigt
r PER RANwHFRENEE0E0.
3
n
LasTRUaBERM9
S ~LwtwELTO DIn3cr now
6 NrO LEVEL SPNFADER.
~EApER LENDMs~
Y°s~ ~_ LEVEL SPREDER MUST BE COxSTFUREO
LEVEL OVTmE0f 0UFFEA9PIAPLLEIro TOPOGRMHY.
/r SPREADER
~FpiFBAY s / POOL ~.~
CONSTRUCT URM BERM MERE TOPREVT:xT
Now FAw LEAVING PooLAr rxls LOCAIKAI.
.~ 101- `IEVEL5PRU0ER CONCRETELIP MIST BE LEVEL
N iD0.O5w GAAOEI roPROWCE OIGFUSED RdN
THRWGH BUFFER LIP SHOULD BE 3ro8' HIGHER
_~}IrI1 ~~ ~{.L,Umye-__-_~I~~- TxAN E%ISflNG 00wNHRLC~UNO
BUFFER S~ --- _~--IW_
~~-
-~
TYPICAL LEVEL SPREADER
PLAN VIEW
MAINTENANCE:
INSPECT LEVEL SPREADERS PETER EVERT RNNFALL UNTIL YECRATION 5 ESTPBUSNED, ANO PAONPRY N.UCE NEEDED AEPNRS
AFTER TIE ARU NAS BEEN SIAAIL12ED, MNLE PEBODIC INSPELTNINS AVO KEEP VEGETATION N A NFALTtt, MGORCUS LONOHION
1- LEVEL SPREADER

Ai Ill PdNR OF
NCRE55 AND EGRESS UNTI
Ht 511E 5 STPBIUZm. FREOUENi
CHECKS OE THE OMLE AND
A WHH~STONE PIA TO BE SD'L X 25'W % 6T1 V(i ~ TNELY wINTENWCE MUST BF
Po~WD
MINIMUM. ff THE ADIOINNC ROADMAY 5 WIDER
' ,•]d~
~
w
, 1HEN ME WA5150 STONE SHALL BE AS
THIN 25
WDE AS TIC ADJONNC AO/DWAY ~•
~
.
B.NANING AADNS SUFNCIENi TO ACCONMOWTE '
NK
uRCE TRUCKS 5 ro BE PAanoeD.
C. ENTRANCE(S) SXWLO BE LOCATED TO PROWDE FOR
WXIYU4 IlIIL71Y BY rYl LANSTRUCIION VEHILLFS. 4
MUST BE IAUNTANED M A LONdigN WNK;N VALL
D,PREVExT rRrDKNC aR DIAECr FLOW of MW arto

~ ti
ti
'
o roP DREmNC wnx srDNE (z' THICK)
E. Pi uN
B
WRL BE NECESSIRY; KEEP SOME N1NOY. 2-J'
ANY wiERYL wNICH SILL MAKES R ONTO N1E COARSE AGGREGATE
ROID MUST BE CLEANED UP IYNEOMTELY. FlLTER FIBRIL UNDER STONE
2-TEMPORARY STONE CONSTAUCTKNJ ENTRANCE I EXfT
1. PREPPRE SgLBEFDRENSTALLING BLANNRS, INLLUOINGAxYNEGESSARY APRIGIKN OFLIME. FERTLIZER, NIO SEED. MOTE YNEN L51NG CELL-0SEEOOONOTSEEO
PREPAREOARE0. LELLOSEEO MU9TBE NST111EDYAIII PAPER SDE OOAw.
R. BEGN Ai THE iOPOFTIE CxANNEL BY gNCNpbNG THEBUN(R IX Ar I15oa) DEEP%r OSmnl VAOE TPBNCXw1N APPRO%NNTELY IT!]b n10` NAMSTE%TFx0E0
BEYONOIHE WSLOPE PORTW X115 iRENCN. NKtgRTXE BWKR NiNAROW DF STAP.E35T1NESAPPAEYJWTELY ITI]Oa^IAPNR IN T5BOITOM Of TE IRENCx
R sEEOAxo
f I I voRTKN of eLU+KeT BAa oME
A LEO SOL ANO WD gEwNNG T
BACNFLLAND WMPALTMEIRENCX AF1E93TAPlING. APPLY SEEDroLL4PC (]Ikm)
COMPACROSOR SECURE BUN15i OVER CpAPMTEDSOR CINAROWCP STAPLE55TN(ES SPACED APPRO%NMTELY IT1'Aon1APMTACROSS T5 WIDTH Of NEP.LWNEi.
]. ELI. CENTER BUNMET IN DIRECTION of WAtER FLOW IN Bp11W a GLWx0. BLANKETS WILL UNROLLCiN APPROPPNTESILIE AGAINST iXE5gL5URFME NL BWIKETS
MIST BE SECURELY fASTENEO i0 ml SURFACE BY RACING STAPAESISTN(E01x MPROPRATE LOGTpNSA$ SWYN NTxE STAPLEPAilE1N GUIDE, WIEN USNGOPTCWL
DOTSYSTEM, $TAPLE55TANES SHOLlO BE BALED IHpWGHEACH W iNE COlCBEO DOTS CORRESPONNNG T) NE APPROPRNT: STAaLE PAiTEPN.
(RACE CONSECUTNF BL,WXEiS ENO OVER ENp(sXINGtE STriEIVANAI'd llOOm 15cmI DVEFIN. USEAOWNE RDw Oi 9TIPLE4 STAGGERED I'VOOnIAPNRTAW A'
IIOm,)ON CENiERiO SECURE BIN:KEis.
E. NLL LENGTH EDGE OF DIANKEI3 AT TOP OF SBE POPES MUST BE ANCxpI1EDVBNA RgWOF STARE55TAKE5 AFPRD%IwTEIY 11' (3pcm)APMTIN Ar (ISmNOEFP%r
115an1 WIDE iREXG1. BACNFILLANOCOwACTTHE TRENCH AFTERSTARING
B. ID.MCENTB.NKET5 u15T8E OVEPoAPPEOAPPROAw1ElYi~9' 10sa125mINPPExDING CN BUNKR ttPEIANO STAPLED. LO ENSURE PkOPER SUNILIGMAExT, PIALE
ME EWECE TNEOVEWAPPNG BLNMETIBLAwKETBENG NSTIIL'OOx LOP) EVEN WITH NE C0.0RED SEAM SirtCH ON TILE BUNtET BEING OVERAPrEO.
1.NHIGH FLOW CN4NNELAPPUCAilOrI9.A5TAPLE CXEpt SLOT IS RECOMAENDEO AT]II LOw FCOi@mlLn)NTERVKS. USE AOW&E RCW OP S1A0.E99iAGGERED P'
110vn11-Mi M0 s'IIOO"I ONCENTER OVER ENTIRE WIpN OFTECXINNEL
8.115 TEPMNk ENO OFTXEBIANKETSMUST BE ANLNOREO WDXA ROW OF 9TPP1E515TN(FS APPROSIwiELT IT (?DUnIAPARi N A rllSanIDEEP%r115on) WOE TKENLH
BACNFLL ANO COMPACT NE 111 ENLM AFTER $TPRING.
xpTE:
A L AB C ~~ FONTS I1N9 HIGMMAY et MORN, ' ~~'M S1NRF SPACIxG SMWI- 0. N1U50
A OAEM.W9 NiD SFNS EV,N9wtlE, N04NA x725 USA i NECESSARY i0 NLOW STAPLES ro SEMS NE
B PRDXLIEO WA1FR UNE I-B00-]72-10w CANKw LAGK.x NABS ALONG M CHN15L SURFILE,
c. cxwx[L BorroM/mE 1-BOO-NAB-zow .. Ix LoosE SOK coxanoxs, n5 usE of SAVE
SLOPE YFAIKES wn.Mgran.wm OR RNfE IENOIXS fAGTER 1lLAN e' 115 cm) WY
AE XECESSA41' TO PROPERLY M'CHON E BVNNEiS.
MAINTENANCE:
DURING THE ESTABUSHMEM PERA7D. INSPECT CHWNFLB ONCE A KEEN ANO IfIER EVERY RNNFAIL REMOVE SIGNIF1LWf SEDIMENT
OFPOSRS 11A1T wWlO PAPECT VECRATNIN GROwnX. CHECK CHWNEL OUTLET AND PIPE OUREfe TOR PWNG OR BCOUR MOLES. 1ND
CHECK 5DE ACPES TOR BWN $TABRIII'. IMMEOYTELY REPNR IM' DAMAGE
AFTEP GPABS 5 FSTABUSHEO, INSPECT ME CWNNELS PF1ER EVERY HUVI RAWfN1 EVENT. REMOVE 111 SMMB1CWi SEgNENT
NOTE:
THE SLOPE OF ATYPE-A SEDIMENT TRAP SHOULD
NOT EXCEED 7X IN ANY DIRECTION. GRADE THE
BOTTOM OF THE TRAP IF NECESSARY TO ACHIEVE
MAXIMUM SLOPE. WTLET SHOULD DISCHARGE ON
VEGETATED NANRAL GROUND
.~x.Nm.r ~ ~ 1
.ovum
\ .
` uwm °~
MOTE USEfAeBCAw,r ISA1IEASrewuEro
wcrln. ..^..'~- ~ LLNSIRICTTS RPIP SDTXBIE ISfRGNHro
NBY ME BOTTgI N9 CREATE SuFS AL IElSi
R RGH.
TYPE-A SEDIMENT TRAP
A-a• Dw~neto« RgraD spNray
=III=OOO~°°o°o ~"~ \~ „ ;;~000oooo°I=11~
I-III-'IT 0 0 0 0 0 0 0 0 0 0 0 0 0 _!`I II-I
-III-hIO°0°00000000°O°0°0°0°0°0°C III-~
I-II~II~_~oo000000000000000oo°~r~II-III=Ii
=III=III-I~I looooooooaoooooooooo_JII-III-III
I~I I ~I I I-1I I~ ~°B~ ~~on° o flp br°, 71I~ I I=III-1 I
EvisG9 ClWmtl Bmke INriml w1AOr «aL l9 tlN MmM OmN.
r
F n U w
~~ Tap d Bem « Gwnad
1' 4h
JJ°°°V° L /Get of SpWxy
I'DwnN«xNeee r.I~0~0~0~0~0~L
slag. D~ r mNK "
"aa,° 0 0 0 0 0 0 0 0
o°cao°°p°°p°°°°°°°°°°°°°°°' k19aM
~QODO°°°00°0 0 ° 0 ° ° ° 0 0 ° 0 °
S °~o^° 0 0 0 0 0 0 0 0 0 0 0 0~
°0°? 0 0 0 0 0 0 0 0 0 0 0 0 0
°°°°p0°°0000°OOOp0000°0°0°0°0°0°0
°~„~~~°n n n n o 0 0 0 0 0 0 ~ n n Q n
~1' Yn
°° mtdlMmMbxNBedriM/0000~Op0°
st'e la N R4 nla
b~ as R~«~ ~ P"""L run.
SECTION
5-TEMPORARY CHECK DAM
0' W 4A%1
T-
ML1 Ff~ ~-
I I I ) 1111
(III) I PO WATERW
~' L y-EpME~ ~
h
I ~
~l4IES:
1) TOTN. DRAAUGE AREA FLOWNG 70 NE FENCE WY
NOT IXCEEO 1 MBE.
Z) SILT FENCES SNWLD NOi BE USED AT PIPE
aJnns oR N PxFAS a cDNCENTRATED new
(GREENS, CRCMNES, SMILES ETLJ
ro NcREASE sraRACE uPMm rNO PROLOxc THE
LIFE OF THE SILT FENCE, rt IS GENERALLY 1DASIffiE
N OIC A SEDIYEM PR IN FRDNF OF YOUR SILT
FENCE WHENEVW POSSIBLE
]2 GAUGE 4'%A' OR 2'%W' WELDED WBE
HOOKED ONTO PERFORMED CHANNELS ON
S1EEL POSTS. (NO WOOD POSTS)
~-I0.7R,wI0LfT RESISTINT (CNACK) NIMiI
iIBRC OR EOUWAIEM SECURED i0 wWE
W/ METK CUPS OR WIRE AT B" OR
®~.
. CENTER.
'•
NT R
UAX ME STOWLE LEVEL EMOVE
SEq
n ~B• -- SEDIMEM WNFN TEAS LEVEL 5 AEACNED OA
- - AS DIRECTED BY CONSETNAION NSPECTOR.
_-_- -_- TPFNCN, COVER W/ YJR A TAMP BMKFILL
----_-_---- $NER OANNPCE (ONLY)
- _ _ _ _ _ _ _ WTJAAI GRADE
- -- CARRY /PPROX.12' OF FABRIC MO TAENCM
LMRr B' W WIRE INro 7RFNCN.
STEEL POSTB B B' O.C. W%.. (M Vp00 POSTS)
MAINTENANCE:
NSPEC7 SEOBIEM FENCES AT IFASi ONCE A WEEK NND AFTER EACH PANfNL uANE IM' REDUIRED REPAIRS
IYNEDATELY. SHWID NE FABRC OF A FENCE CO.UPSE, TEAR, OECOYPOBE OR BEGONE INEFFECINE, REFUGE B
PRO4PLY. REFUGE BURUP EVERY 60 WK. REMWE SEDIMEM OEPoSrtS AB NECESYRY TO PROADE /DEOWTE
STORAGE VOLUME Fqi THE NE%T RNN /fID TO REDUCE PRESSURE ON THE FENCE.TNKE LIRE TO AMID UNDFAMINING
THE FENCE WRING CLFANOUT. REMOVE ALL FENCING WTERV15AN0 UNSTABLE SEOIYEM fSPoSlTS ANO BRING NE
ME TO GRME ,w0 BTABIUZE rt AFTER NE LONIRIWINC ORNNME PRU HAS BEEN PROPERLY STABILIZED.
6-TEMPORARY SILT FENCE
Pll. PARfY1LY CDYPLETED STORU DAMNS SHNl BF PR07ECTE0 Ai T5 END OE EACH OAY IN
ALCdiOwCE WITH THESE OETNIS.
IlSIPE111 DB OF
STMT uxx ratartrn
.. /1 j Idua~ER
WMr wnoll T
a PLrxOm
]/1 L%IERMR
RYAxO
P YW000 IN PROTECTION
~ ~ ~ IPSIREW Fx0 a~ raPERROA
STRRY ORMI
T „ PIR
wABxm SIU.E
fA1ER AL1M9
PIPE eAEi
I! II lX
1 / ` / xNNwL CIBN
Illll V tTON11~1IIF FII TFR INLET PROTECTION
8- TEMPORARY IN TRENCH PIPE PROTECTION
ID E I,Bg) N IIBLlO WIBI PPE 18TALL.17KN B NBS W I®Bf PNFI11
SUFFlCIEM TO ONECT ALL SEOWENT-IMO! STORIMAIER INFO A SEDMEM CONTROL DEVICE. MUST
BE MSTILLED PRpR TO CLEMING AND GRUBBING W NE MU (OR N COxIUNCTNNI WITH 11A5
WERMXNI f SEDRIEM LOHTROlS AND DNERmNS TAE NS7ILLED AB FALII CRRMA POLYP 5
RFMNED).
A- ONERSIONS SNOVLD BE LOCATED TO MINNIZE DNMGES Bf CONSIPUCTION OPEPATONS.
B- DNEASDNS SNWLD BE SEEDED B uULCHEO IF ixEY ARE i0 REIWN IN PLACE OVER 30 GAYS.
C- CHECK DEMCE AFTER EMN RNN, BUT ONCE A WEIX REGARWESS REPNR AS NECESSNa.
-i 12~ YN ~- ~.
SLOPE 2'.1 h
4'A% - ~ ~ BERM
W1URN. CROJND OR COI/PACTEO f1LL
FILL / CUf SLOPES
WTURM cAOUxO aR le' uN DEPN DRCH
FlLL / LVT ROPES ~ `i•
/ FLOW
-'{ 12' NN I~ IB' rm+ owD1
WTURU cRWxD aR 1 BERM/DITCH
FLL / CUi SLOPES
PDBITM G~WDE 41151 RE PROv10m TO ISSURE DRNNGE IF SLOPE IXCEEDS 2S. SEED NID 4llCN
DTVEA510N. iRf AOT 70 IXCEED SS (HGN YELOCIIIES RESWT). WXNU11 0. A 5 ACRES 'BIxOUT
SUPPgtTNG GLLCS. OMRmNS Ai iXE 70P OF SLOPES uUST E4Ptt Wi0 AN /PPROIED SLOPE DPAN.
BERY/IXTCX 5 MOST COVW)NLY USED
MAINTENANCE:
INSPECT TEYPOWRI' DNERBIONS ONCE A WEIX ANO k~ER EVFJtY RAINFNL WEW.TELY REMOVE
SEGMENT fRON THE FLOW IN.A ANO RF-AB TB: DNERSNNI RND.Y. CNREFUIT CNEIX OUTLETS /NO
MVCE 1NELY REPARS AS NEEDED.
WIZEN NE ARE1 PROTECTED 5 PEAMWENRY STMRIZED, AEYpf TIE RAGE IND TXE LIWIIFL 70
BLEND ARU N17H WNR/L CROUID LFIII AND SGBLIEE PPPNJPANTELY.
~ TEMPORARY DNERSKNJ BERM i DfTCH
~,.aNmaNN~ `~~T~~~
~ aMw,NML.~P~IOarNxa «"eeWKn~
aTn f ~ T
1eA. Tiw
10-TEMPORARY SILT FENCE ROCK OUTLET
M.Rw]D~aM~ \ \ a~ /~/
~\~1 I I I i Il/~~ ~~//
PERSPECTNE VIEW \ ~r I[asvL
__ /////ll~Jl))!I!)))!~lII xWm SI°V4~
Iw a r Max IN.
/ slurs Am /
~ rro aP IEroxuL
RcaA sroNKa \I r'r'7 M.Ea /
SECiKN THRU BASIN, Awu m lnn StouAE y cAU.M
FRIER N1D WLVEAT -
PIPE ~ °K) fLlFll MBAIC
uq 5¢alPrt aLPnItICAx aAI PNrD les WAWA SraK
MAINTENANCE:
NSPELi, CLFM' AVO PROPERLY MANFNN M INLET PR07ECTION AFTER EVII+Y STORK NAIL NE
CONIPIAMNC DRNNAGE ARU NAS BEEN PEAMPNENTLY Si181I2ED. TO PRONDE SA75FACTdiY &SN
EffICIENCY, REIKNE SEDNEN7 WHEN THE SEOINEM STORAGE ARU IS Nllf NLL SPREAD ALL
IXCAVATED WTERML EVENLY OVER THE SUARWNOING VND AREA OR STOLKRLE AND STABN2E rt
APPROPRIATELY.
11- TEMPORARY HORSESHOE INLET PROTECTION (ARC FILT
3
I
FLARED ENO SECTION
~~-~ IX1571NC CPA
LENGTH -- DRIP-RPP
PLAN SECTION
I
MAINTENANCE: 3
INSPECT RIPRAP OUREf STAUCNRES AREA HEAVY RAINS TO BEE IF PNi EROSION AROUND OR BELOW
THE A1PRM HMS TAKEN PLACE OR IF STONES NAVE BEEN DISLODGED. IMMEOIATLY 1MNE ALL NEEDED
REPNRS 10 PREVENT FURTHER DAMAGE.
M- R~RAP B FE9
a~~,m
DA wra o;aw 7lches Slooes lMax 3:11
n
PIANTNC RATE
Aug 1s -Nov 01 ioX Fescue 300 Rs/acre
Nov Ol -Mar Ol 701 Fexue 300 Ibs/are
and MruLi Rye 25 IW/xn
Mar 01 - 14r 15 ial fescue 3170 2e/xre
Apr u - JVn Ja Ndba carman BermWagraee 1s roe/are
Jul 01 - %W9 15 ioA Fncua 120 Ns/acre
an0 '••ArownbP YAbt }5 Ns/acre
a "•Saghum-Salon NybNde 30 Ms/are
Slooes l3:1 to 2:11
4a of - JMn DI sarxea Leepeee°a (ecaNTea) s0 IW/xre
AND:
(Tor OT -Apr 15) Add Tall Fexue 120 bs/xn
(YOr 01 -Jun 30) a PCO weeping Lowgroa ID roe/are
(YOr OI -Jun 30) or !Ed Mulled Common Bamudogrou 15 Ibe/xre
Jun 01 - kp OI '•'iall Fescue 110 6s/xre
one "'Brownlop 1BIbt 35 Ib9/xre
a •"SOrgAUm-Salon Nybdds 10 Ibs/are
Sep 01 - Mot Ot Sericea Uspedeso 7D Ibe/xre
(Vmwa-Vmc rd)
ana ran Fescue IzD m/xre
(Nov Ot - Mar 01) Ark Abruaxi Rya 25 Ibs/era
Coneull ConNrmUon fnginer a Soi Coneelweon SePVbs for atldi0xd in/amation
mils olner dlemprNee la Yegetoeon d emVaee aeu. me abws Yegddian rmee an
Moss xNN do yell undo load <onElions; abler seedily mLS combixtblW are xsYbb.
"'Temporary - ReNN accadiilq to optimum eeamn br deBKad pemanenl vegetation. W nd
allow lemporory cover to grow aer f2' In helghl be(aa mow'Inq, oUerwue tncua mq ba
cheese wt.
SEEDING SCHEDULE
IJ CHISEL COMPMTEO AAFM AND SPRUD TOPSOIL S INCHES DEEP OVER APhRSE SOL
CONORNNS, IF AVNUBLE
ZJ RIP THE FNTBE IAFA i0 6 INCHES DEPN.
1.) REMOVE N.L LOSE ROLN, ROOTS, NJD OVER OBSTRUCTDNS IFAMNG SINFME REASONABLY
sMaoTN NM uwFDRU.
AN UNIFORMLY AND MIX w11H Sf%L SEE BEL01W
Y AGRIWINPAL U4E FERTU2ER O ( )
A. /PPL
)
5.) CONTINUE TLUGE UMIL A WELL-PULYEAREO. RRY AEA50NPBLY UNIFORM SEEDBED 5
PREPARED A TO 8
8.J SEED ON A FRESHLY PREPARED SEEDBED AND SEED lIGX1LY WITH BEEOING EONPAIEM OR
CUITPMK
7.J LIIACX IMNEOW70.Y AREA SEEDNG IMO
B.) NBPELT ILL SEEDED IRFM /ND WNE NECESSARf RESEEDNGS WDNIN ME PUNTING SEASON
F POSSIBLE STAND SXWLD RE OVER 60S OANIGED, REESDBUSH ORIGN/1 UME, FERTIKEA IND
SEEDING RATES.
9J CONSULT LONSERVAlION NSPECTpt ON WNTENANCE IND FERTILIUTION /TIER PERINNENI
COVER IS
• MPLY:
MRICULNRAi UYESTONE - 2 IONS/ ACRES (3 TONS/ MRE IN CUY SClS)
FERTILIZER - 1,000 Ibs. /ACRE -10-10-10
SUPFAPHOBPWTE- 500 Me> / MPE -2011 PNALYSIB
uLCN -z roxs /ACRE (soo0 LBB/M FDR STEEP aDPES) - sWLL GRAIN srRAw
NgTMER - ASPNM7 EMULSION B Soo GNS./ ACRE
SEEDBED PREPARATION
MAINTENANCE:
NEW SEEOUIwS SHWLD BE NSPECRD fAEWENRY AND WINTENANLE PERFORMED A5 NEEDED.
A' A1115 /NG GUUlES DEVELOP, THEY oust ~ FACED, RE-SEEDED, AND MULCHED AS SCDN As
POSSIBLE DNERSpNS WY eE NEEDED uNTll NEW PUNTS TA%E HOLD.
OPYAGE i0 VECRATXIN FROM DSFASE. INSECTS, 7R/FTIC. ETC., CNI OCCUR A7 M1'
78EXERBICIOES /ND REGUIM NO'MNG WY BE NEEDED 70 CONTRW wEms. DUST AND SPRAYS
wY BE NEEDED TO CONTROL NSECR.
WEEK OR MWGEO SPOTS MUST BE REUMEO, FFATIUZEO, MWCNED, AND RESEEDED AS
PROMPTLY AS POSSIBLE.
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ENGINEERING ~ ARCHITECTURE • SURVEYING
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
COPYRIGHT ©2005
SUMMIT CONSULTING
ENGINEERS
DRAwNCUTERArpN
Ii IS A VpUTION OF UW FDRANYPERSON,
UNLESS ACTING UNDER TILE DIRECTION OF
LICENSED AIICMITECi, PROFESSpNA1
ENGINEER, LANDSCAPE PACHRECT, 00.
LAND suavEroH TD AITERANYREN aN
THIS DDCUNENf Rl PHY WAY. /NY LICENSEE
WNO ALTERS ntlS DOCUNEM 4S REWNtED
sv uw ro ArFlx ws oR HER sEUAraTHE
NOTATIDN'ALTERED SV' PoLLOWED SYHIS
OR HER SICNA7U0.EA1W SPEGFIC
DESCRIPTION OF THE PLTFFATONS.
SUMMIT
CONSULTING
PROJECT ENGINEER
EAC
PROJECT MANAGER
PCS
DRAWN BY
PCS
SCALE
1 "=300'
DATE
02121(2008
~a~r""s°'?~'~
t) J ~~
t, . S1
PLEASANT GREEN WOODS Phase 3
Residential Subdivision
Pleasant Green Road, Durham
Orange County,NC
PROJECT:
1786205
DRAWING:
1786205.dwg
STREAM IMPACT LOCATION MAP sw6oo

TOTAL WETLANDS
~~ IMPACT #: STREAM TYPE: STREAM MEANDER LENGTH ZONE 1 ZONE 2 BUFFER DISTURBANCES: CONSTRUCTION TYPE:
%~~ IMPACT TO ZONE 2 IMPACT TO ZONE 1 1 INTERMITTENT 89 LINEAR FEET 4748 SF 2804 SF 7552 SF 0 SF ROADICULVERTIRIPRAP
2 PERENNIAL 0 LINEAR FEET 32 SF 0 SF 32 SF 0 SF CONCRETE BRIDGE ABUTMENTS
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STREAM`CHANNEL ' -~~ ' z
IMPACT: 89 LF ~ ~~~ - NO ZONE 2 IMPACTS ' ' ~~ `~
~ ~_
/ / / 2q(x 2SegpRON 11 '' pp'+ C _~- - I'- I ~ I
I l/ k 1g, `~ 48" ~ ~ I 6' PEDESTRIAN TRAIL, ~ NEB
I IN Pq i3 S6'' MULCHED SURFACE I MINI ~ 2024
' I I,' ~N~ iN~~oa t/~630 I 20N~1
I ~ 620' ~ I I 30~
/ ~ '~ r NCO: ZONE `\
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~' l ,l~~ s eEtR4p ~ 92'F~ I
~ ? ` \
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IMPACT #1 -ROADWAY IMPACT #2 -TRAIL
STREAM & BUFFER BUFFER
SCALE: 1" = 60' SCALE: 1" = 30'
ENGINEERING • ARCHITECTURE • SURVEYING
1000 Corporate Dr., Suite 101
Hillsborough, NC 27218-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
SUMMIT
CONSULTING
COPYRIGHT ©2005
SUMMIT CONSULTING
ENGINEERS
DRAWING ALTERATION
IT IS AVIOUTION OF UW FOR PNY PERSON,
UNLESSACTING UNDFATHE DIREC710N OF
l1CENSEO ARCHRECT, PROFESSIONK
ENGINEER, LW DSCAPEA31CXIfECT, OR
UND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMEN715 PEOUIREO
SY UW ro AFFI%HIS OR HER SEAL AND THE
NOTATION'ALTE0.E0 BY' FOLLOWED 8Y HIS
011 HER SIGNAIUREAND SPECIFIC
OESCRIPTIIXi OF THE ALIEPATIONS.
PROJECT ENGINEER
EAC
PROJECT MANAGER
PCS
DRAWN BY
PCS
SCALE
DATE
0212112008
PLEASANT GREEN WOODS Phase 3
Residential Subdivision
Pleasant Green Road, Durham
Orange County,NC
J
STREAM IMPACTS #1 & #2
PROJECT:
1786205
DRAWING:
1786205.dwg
1 i
SW601