20080529 Ver 1_401 Application_20080308

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Environmental Consultants, PA
:Road Raleigh, Nottt- Carolina 27614 Phone: [phone] Fax: [phone]
March 20, 2008, 2008
S&EC Project # 10307.W3
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Monte Matthews
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Baum Baldwin Peak, Chatham County, NC
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi ICaroly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
On behalf of the owner, Turnberry Deveolpment Group, LLC, please find attached a complete application and supplemental
information requesting written concurcence from the U.S. Army Corps of Engineers (USAGE) and the N.C. Division of Water Quality
(DWQ) that the activities proposed below may proceed under Nationwide Permits 29 and General Water Quality Certifications 3705.
Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Baum Baldwin Peak
Project T e Residential Develo ment
Owner / A licant Tumb Develo ment Grou , LLC
Count Chatham
Nearest Town Pittsboro
Waterbod Name UT to Pokebe Creek
Basin /Sub-basin 03-03-04
index Number 16-37
Class WS-IV; NSW
USGS Catalo in Unit 03030002
IMPACT SUMMARY
Stream Impact (acres): 0.03
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.03
Total Stream Impact (linear feet): 415"
Total Neuse River Riparian Buffer Impact (sq. ft.) 24,062 sq. ft. (11,544 sq. ft. Zone 1 & 12,518 sq. ft. Zone 2)
*of the 415 linear feet of proposed stream impact, only 123 linear feet are permanent impacts to perennia~mportant channels
Attachments:
Pre-construction Notification (PCN) Application Form
NRCS Soil Survey Site Vicinity Map
USGS Topographic Site Vicinity Map
Agent Authorization Form
Todd Tugwell's (formerly with the USAGE) field notes
NC DOT Street and Driveway Access Policy
ETd Driveway location letter to NC DOT
Impact Map Details (11X17, USAGE only)
Impact Map Details (24X36, DWQ only)
$570 Application Fee to DWQ
Q~~~od~~
MAR 2 0 2.C08
~LppjDS AND STORNMIA~ BRAN
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

--€,. ~ ,
e~.~~_t
Office Use Only' Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not appucanie or _.i~iH .~
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: NWP 29
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
MAR 2 0 2108
1. Owner/Applicant Information
pENR~~ K ~~~
Name: Turnberry Development Group LLC. __ ,~eH
Mailing Address: Attn: Mr. Martin Baum
205 Park York Lane
Carv NC 27519
Telephone Number:~919~349-7248 Fax Number: N/A
E-mail Address: N/A
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: Nicole J. Thomson
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ride Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: (919846-9467
E-mail Address: NThomson(a~sandec com
Page 1 of 10

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: Baum Baldwin Peak
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9763772294
4. Location
County: Chatham County Nearest Town: Pittsboro
Subdivision name (include phase/lot number): Baum Baldwin Peak
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh take I-40
West toward Durham• take exit 273 for NC 54 West• take US 15/501 South into Chatham
County continue on US 15/501 South to Bynum Road• turn left onto Bynum Road; turn left
onto Bynum Ride Road• the subject property will be approximately 1 mile ahead on the left.
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): 35.7751 °N 79.1126 °W
6. Property size (acres): +/- 302
7. Name of nearest receiving body of water: UT to Pokeberry Creek (03-03-04; WS-IV; NSW;
16-371
8. River Basin: Neuse River Basin (USGS Catalo~ing_Unit 030030002)
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http•//h2o enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The property is currently forested that is in the process of
bei~~ lo~¢ed and cleared The surroundings developments are single family residential
subdivisions.
Page 2 of 10

10. Describe the overall project in detail, including the type of equipment to be used: The
proposed development will be for a residential subdivision with typical roads. Heavy
e ui ment t icall necessa for road and home construction will be used.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
construct Baum Baldwin Peak Subdivision to provide additional housing for the area. The
proposed impacts to streams and wetlands are necessary to construct the necessary
subdivision roadwa infrastructure.
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. On Ma 19 2006 S&EC conducted a detailed wetland delineation and
stream evaluation of the subject property On July 25 2006 Mr Eric Kulz (NC DWQ
reviewed the site for Intermittent/Perennial (UPl stream determinations. An UP letter was never
received for this site visit On August 2 2006 Mr Todd Tu~well (formerly of the US Army
Corps of En 'neersl approved the wetland and stream delineation however, a signed
Jurisdictional Determination was never received Please see the attached copy of Mr. Tugwell's
field notes.
On Februar 8 2008 Mr Jim Willis (Chatham County Lead Sediment & Erosion Control
Officer) reviewed the site for compliance with the approved sediment & erosion control plan and
discovered an unauthorized stream crossing On February 12 2008, S&EC staff met with Ms.
Lauren Witherspoon and Ms Natalie Landry to review the extent of impacts to an
intermittent/unimportant stream channel This unauthorized stream impact was unintentional
and is being addressed in this submittal No prior permits have been requested or received for
this site.
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 ermits are known to be re uired at this time.
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
Page3of10

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 may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impact "A": 123 linear feet of
permanent perennial/important stream channel impact for proposed Baum Baldwin Peak
entrance road;
Impact "B" currently: 292 linear feet of temporary intermittent/unimportant stream
channel impact*;
Impact "B" proposed: 123 linear feet of permanent intermittent/unimportant stream
channel impact for Baum Baldwin Peak internal subdivision road.
`please note the 292 linear feet of temporary stream impacts are associated with the unauthorized crossing/in-line
sediment basin which will be removed and the stream channel restored to original contours outside of the requested
123 linear feet of permanent stream impact limits
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 Type of Wetland Located within Distance to Area of

Site Number
Type of Impact
(e.g., forested, marsh, 100-year Nearest Impact

(indicate on map)
herbaceous, bog, etc.) Floodplain Stream (acres)
(es/no linear feet
N/A N/A N/A N/A N/A 0
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 3 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.
Page 4 of 10

A

Perennial verage
Stream
Impact
Area of
Stream Impact Number Stream Name Type of Impact °r
Intermittent Width
fore
B Length
(linear feet) Impact
(acres)
(indicate on map) e
Im act

UT to Pokeberry Culvert perennial +/- 3' 123 0.01
Impact "A" Creek (permanent)

Unauthorized
Impact "B" UT to Pokeberry Crossing/Sediment Intermittent +/- 3' 292© 0.02
Current conditions Creek Basin
(temporary)

Impact "B" UT to Pokeberry Culvert Intermittent +/- 3' 123 0.01
Proposed conditions Creek (permanent)
415* 03
0
Total Stream Impact (by length and acreage) .
*of the 415 linear feet of proposed stream impact, only 1231inear feet are permanent impacts to perennial/important channels
© the 292 linear feet of temporary impact are due to an unpermitted stream crossing and an in-line sediment basin; the client is
proposing to remove the sediment basin and restore the impacted stream channel outside of the requested 123 linear feet of
permanent stream channel impacts
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 map)
N/A
Name of Waterbody I Type of Impact
(if applicable)
N/A I N/A
Total Open Water Impact (acres)
Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.)
N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.03
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.03
Total Stream Impact (linear feet): 415*

*of the 415 linear feet of proposed stream impact, only 123 Itnear tees are permaucm ~...y..~~~ ~~ e
7. Isolated Waters
Area of
Impact
0
rtant channels
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.
Isolated waters are known to exist on the north eastern corner of the site however no
im acts are ro osed in this area.
Page 5 of 10

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. ^ wetlands
Pond to be created in (check all that apply): ^ uplands ^ stream
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A Ex ected and surface area: N/A
Size of watershed draining to pond: N/A P p
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 impac~P`~T ~„m nt m order tosdetermine
u lands for aeveio II1G11L tLJ w vu uo _" • ""-" ---- --
emergencyvehicle access The applicant ori~inalln"planned to Pri the N eT~OT de ermined that
onset all CI1L Wllll 1.11+ ~ii~a ua+"" ~""" -_ ____
cause traffic safet issues. These olicies and criteria are documented in the NC DOT nvewa
Desi Manual see attached criteria for drivewa sand entrance roads .
The a licant is also aware of the re 'onal conditions associated witn the l~duuiiwiuv 1 ill=•~~~ ~-•
With respect to residential development conditions (Regional Conditions section 4.9
. _____~.. ~.. „~,.o.,,,,~ „r .x~ettanrls associated with the re uired
stream nits r~ u~sru W l~llill ~•~~ ~~--~--.. - ---
Su 1 WS IV i.e. not Outstandin Resource Waters or Hi h ualit Waters .
VIII. Mitigation
Page 6 of 10

DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involal tog150 linear feet of total nmpacts t 1 perennial
freshwater wetlands or greater than or equ
streams.
USACE - In accordance with the Final Notice of I15u2002 ma igat on w 11 be~equired when
Permits, published in the Federal Register on January ,
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and accteotab It rof appropnate and pracpcab e
aquatic resource will be considered m determmmg p Y
mitigation as proposed. Examples of mitigation tha o ect•bestablishing and mainta ning wetland
but are not limited to: reducing the size of the pr ~ ,
and/or upland vegetated buffers to protect open wateest rim asesnhancing,nor preserve g similar
aquatic resource functions and values by creating, r g,
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached li ation
for USACE or DWQ to consider the application complete for processing. Any pp
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the curreonkguidnlinN rth str Carol naorat available Qat
Draft Technical Guide for Stream W
htta~//h2o enr state nc us/ncwetlands/strm~ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/lilan view,
of mitigation proposed (restoration, enhancement, creation, or preservation), a p
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_
.,.,.:~;,~„+;,,,, ~,P~,~„~1 the avoidance and minimization
wetland im acts.
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 fore. For
additional information regarding the applicati htmroIf use of the NCEEP is proposedNplease
websrte at httn~//h2o enr state nc us/wrphndex
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Page7of10

Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (feNroal®ate/local) funds or the use of
public (federal/state) land? Yes ^
Z. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North C~p1A/SEPAI document Ps lrequired,~call the SEP)A
Note: If you are not sure whether a NE
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State ClearinghNose~If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^
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.
1. 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.
Impact
Zone* Multiplier Required
Miti ation
s uare feet)
1 N/p 3 (2 for Catawba) N/A

N/A 1.5
2
N/A
Total N/A N/A
* 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.
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
Page 8 of 10

within 15A NCAC 2B .0242 or .0244, or .0260. The proposed project is not within a state
regulated buffer basin and therefore there are no impacts to state regulated riparian buffers.
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. The anticipated
impervious surface for the post-development drainage areas will be significantly less than 24%,
therefore a DWO or municipally approved stormwater management plan is not required.
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.
The .proposed Baum Baldwin Peak subdivision will be served by onsite subsurface septic
s stems.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ® No ^
Is this an after-the-fact permit application? Yes ® No ^
XIV. 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
http'//h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: We
have reviewed the "DRAFT Internal Polio Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on Aril 10 2004 version 2 1 The draft states that most residential subdivisions are
unlikel~to cause cumulative impacts This residential project does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts. This development is
relatively small in nature has no commercial component associated with it, is within a primarily
residentially developed landscape and therefore the utility infrastructure (i.e. water and
electricity) are already in~lace to service the proposed development. We anticipate that you will
advise us if a qualitative or quantitative impact analysis is required.
XV. 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
Page 9 of 10

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).
The unpermitted impacts to stream Crossing "B" were not willful or malicious. The applicant
was unaware that a jurisdictional stream was located in that area. The applicant was under the
mistaken impression that the "start PerenniaUImportant" flay was also the start of the
jurisdictional stream channel. The after-the-fact application for stream Crossing "B" is the
~plicants attempt to remedy that mistake. A stream restoration plan for the impacted stream
(beyond the requested permanent impacts to stream "B") will be submitted for your review and
~~proval under separate cover.
~JApplican~Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10

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Project No.
10307
W3 Scale:
1" = 1320'
. FIG. 2 -SOIL SURVEY MAP SOURCE: •
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~ 11010 Raven Ridge Rd.
Pro
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'' BAUM BALDWIN PEAK CHATHAM COUNTY Rale~gh,NC 27614
NT MM CHATHAM COUNTY, NC SOIL SURVEY 919-84Cr5900
Date: 03/13/08

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Project No.
10307.W3 Scale:
1"=1320'
FIG. 1 - USGS TOPOGRAPHIC MAP
SOURCE:
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Project Mgr.
NT
Draw By:
BAUM BALDWIN PEAK FARRINGTON

USG
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GLE ~ 11010RavenRidgeRd.
Raiei h NC 27614
MM CHATHAM COUNTY
NC 999 919&1fr5900
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ED
Date: 03!13/08

Baum
9193633813 p,4
Soil ~ Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, Nort>y Carolim 2?614 1?ho»c {919} 846-5900 Fax: [phone]ti7
an~w_SandEC.com
AGENT AU-l1•~IORIZATION FORM
A11 Blanks To 8e Filled In By The Current Landowner
M s-
Name: / /<r1`~ = `? LT ~!1' c-r/:--Z
Address: ~d%~ ~ •%---r ~ n -~ ~-•~
Phone: ~ J~~.
Project ~larrrelDescription•~~~lfi.;~ ~~ul~•'
Date: !/~f/~,~
S&EC Project #_ lU~l`-1 ., ' ` ~j
The Department of flue Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wi~mingttofn, NC 28402
Attn: M~ ~iTF ~ ~ lTl-~ C. I.l} ~
Field Office. ~-.AL~ ~(~N-
Re: Wetlands Reiated Consulting and permitting
To Whom It May Concern:
I, the current orooerty owner, hereby designate and authorize Soil & Em¢onmerrtal Consultants, PA to act m my
behalf as my agent in the processing ofpennit applications, to famish upon request supplemental information in
support of applications, etc, from this day forward. The day of
This notification supersedes any previous con espondence concerning the agent for this project_
NOTICE: This authorization, for liability sad professional courtesy reasoas, Is valid only for gmernmerst
oftIclals to cuter the property whoa accompanied by S&EC staff 'k'ou should call's&EC to arrange a site
mceting prior to visiting the site.
r'
Print ~P~3' Owner's Name
oc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
~~f1/
Property Owner's Sigaaturo
cc: Mrs_ Nicole Thomson
Soil 8c Eavirvrunenral Consultants, PA
2361.zPhillipCourt, Suitt C
Concord. NC 28025
Phone: [phone]
FaY; {; 04) 720.9406
/J
3817-1's Lawndale Ihive
Greensboro. ~fC 27455
['hone: 133ti) 540.8234
Fay: !3361540-8235

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Policy On Street And Driveway Access to North Carolina Highways
On most State maintained routes, the minimum distance betwhl hht aff ctevolumes
full-movement driveways into developments that generate g
should be at least 600 feet. However, on routes Wiled between th centerline
operational problems, 1,000 feet or more may be requ
of any left turn access points and any adjacent street a Vednot used byhthe general
distance between drives does not apply to service do
public.
Driveways for fire stations should be designed to accommodonflicta wi h traf fi~f
fire trucks within the driveway stemon bui din so th t a e within 100 feet from
Because of the size of fire trucks, sta g
the edge of pavement will be allowed up to 15 feet of don bui dinidt morebhan 100
a maximum of 75 feet total driveway width. For sta g
feet from the edge of pavement, a driveway width of up to lwidt -The PExMITb o
is allowable up to a maximu reviewed and approved by the Division Engineer or
this type of service will be
their designee. The Division Engineer may deviate from the above standards on a
case-by-case basis using sound engineering judgement.
D, Driveway Profile
Generally, all driveways shall have a grade that slope not less thantl/4 m h per
surface at a rate equal to the slope foot in ao normal crown typical section. The
foot nor greater than one mch p
slope shall continue for a distance equal to the prevailin oulderl area.1dBeyond the
so as not to cause a hump or a depression m the sh
shoulder, the grade of commercial driveways within thorn atible with provisions
exceed +/- ten percent. Ted sc~ossSSection.eSWhereb pecialcircumstances require
for drainage of the design rove
driveway grades in excess of these requirements, the NCDOT may app
deviation on a case-by-case basis.
Where a sidewalk is located close to the curb line an alk should be onstrucgted to
be provided across a depressfile.oE they one toreboth edges of the sidewalk may be
conform to the driveway pro
depressed across the driveway provided the resulting sidewalk cross slope does not
exceed 1 /2 inch per foot. In some cases, it may be nece ea h dri vewaytedge. t In
sidewalk across the driveway and cu b r m s must bel~onstructed in conformance
such instances, the curb cuts and P
with the latest edition of the NCDOT "Guidelines for Curb Cuts and Curb Ramps
for Disabled Persons."
Page 42 July 2003

Urban Planning 2880 Slater Road, Suite 200
Landscape Architecture Morrisville, NC 27560
Civil Engineering P: 91.9.481.2021
G1S F: 919.481.2773
E:Ir1.P1.'T(1DU, d'A'.~fISi(Utii Golf Course Design www.etdpa.com
North Carolina Department of Transportation
Division 8, District 1
Attn: Justin E. Bullock
Assistant District Engineer
P.O. Box 1164
Asheboro, N.C. 270204
Re: Driveway location;
Baldwin Peak Subdivision
Chatham County, North Carolina
Dear Mr. Bullock;
On July 09, 2007 Brandon Moore and I met with you and Jessie Night at Baldwin Peak Subdivision
on Bynum Ridge Road in Chatham County. The purpose of this meeting was to conduct a site visit to
review proposed driveway locations fora 281ot subdivision. During this meeting we measured the sight
triangles, checked power pole locations, slopes adjacent to the road, and distances between opposing
driveways. As a result it was determined that our westernmost driveway should line up directly opposite
the subdivision driveway opposite from our property. It was also determined that the easternmost
driveway should be located approximately 650' west of the edge of our property, in the vicinity of an
existing light pole.
A question about the westernmost location has been raised and this letter is to examine the
possibility of another driveway configuration that would make use of the existing logging road alignment
as an entrance to our subdivision. It is our opinion that that such an alignment would cause an
unacceptable safety hazard due to the driveway angle being less than 75 degrees, and that an offset
alignment could cause traffic safety issues. Our understanding is that these issues are clearly addressed in
the NCDOT Policy on Street and Driveway Access to North Carolina Highways and are not advisable. To
concur with our interpretation on this issue please sign and date this letter in the space provided below.
This letter only examines the feasibility of the existing logging road alignment as a primary subdivision
entrance. If you have questions or I can be of any further assistance please call me. Thank you for your
attention to this matter.
Included with this letter are 1) a copy of the overall layout plan for Baldwin Peak Subdivision, 2) an
exhibit showing the current designed layout and the existing logging road.
Sincerely,
William S. Needham, P.E.
NCDOT Signature Date

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maybe copied, reproduced, redrawn or modified
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d Rc ~ ~
~~
J

9CAlE; HORIZONTAL 1' = EO'
~
- WT-4
CROSS SECTION -CROSSING B
SGI1f: 1' . 20' HORTLONpL
SCALE: 1' . 5' YERDGAL