20071214 Ver 1_401 Application_20070707

Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
July 12, 2007
S&EC Project # 9894.W9
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Monte Matthews
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27614
From: Nicole Thomson
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Belmeade, Chatham County, NC
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
07-1214

On behalf of the owners, Belmeade Farms, LLC., please find attached a complete application and supplemental information requesting
written concurrence from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of Water Quality (DWQ) that the
activities proposed below may proceed under Nationwide Permits 12 and 29 and General Water Quality Certifications 3625 and 3631.
Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Belmeade
Project Type Residential Subdivision and Utilities
Owner / Applicant Belmeade Farms, LLC.
County Chatham
Nearest Town Pittsboro
Waterbod Name Harlands Creek & UT's to Harlands Creek
Basin / Sub-basin 03-06-12
Index Number 17-43-15
Class C
USGS Cataloging Unit 03030003
IMPACT SUMMARY
Stream Impact (acres): 0.190
Wetland Impact (acres): 0.005
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.195
Total Stream Impact (linear feet): 688.5
*Of the 688.5 linear feet of stream impact only 248.5 linear feet are permanent
Attachments:
Pre-construction Notification (PCN) Application Form
NRCS Soil Survey Site Vicinity Map
USGS Topographic Site Vicinity Map
Agent Authorization Forms
Overall Impact Map (1 I X 17)
Impact Map Details (11 X 17)
Overall Existing Conditions Map (24X36, DWQ only)
Overall Impact Map (24X36, DWQ only)
Intermittent and Perennial Determination signature sheet from NC DWQ and Supplemental Maps
$475 Application Fee to DWQ
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DE N' - V i',k kU461"
om ....
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]
Office Use Only: Fonn Version March 05
USACE Action ID No. DWQ No. 0 7- 1 2 1 4
k-- °w ru===emu-u- -=?ul 13 11v1 ILPP11Gdoic to finis project, please enter "Not Applicable" or "N/A".)
1. Processing
r
IPA
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 12 & 29
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: X
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 11 @ (!.1 Q ?'J MR O
1. Owner/Applicant Information j UL 1 2 1007
Name: Belmeade Farms LLC. , , .
Mailing Address: 6208 Fayetteville Road
Suite 104
Durham NC 27713
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Nicole J. Thomson
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NThomsonna sandec com
Page 1 of 9
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: Belmeade
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 9721-88-4042
4. Location
County: Chatham Nearest Town: Pittsboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):_ From Raleigh, take US 64
west towards Pittsboro• take the US 64 Bypass around Pittsboro• the subject propertis
located adjacent to Highway 64 Business at the junction of Highway 64 Bypass and Hi hwgy
64 Business (west of Pittsboro)
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): 35.7230 ON 79.2411 °W
6. Property size (acres): +/- 555 arces
7. Name of nearest receiving body of water: Harlands Creek (030612• C• 17-43-15)
8. River Basin: Cane Fear River Basin (03030003)
(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 subject property is currently undeveloped and has been
selectively forested for timber during the past ten years The surrounding land use is a mix of
undeveloped forested tracts and agriculture with some residential lots
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project will be a single-family residential subdivision with the typical roads and
utilities. The proposed impacts are due to roads and utilities connecting the various phases of
the project to Highway 64 Business and the rest of the project The future lot layout and
road corridors have been finalized and all efforts were made to minimize and avoid any
unnecessary impacts. Voluntary riparian buffers as well as county buffers were set in the site
plan in order to further protect the integrity of the streams Bridges or open bottomed culverts
were designed in order to keep the cumulative impacts within the Nationwide Permit 29
thresholds and further minimize and avoid impacts Heavy equipment typical to this kind of
work is to be used.
11. Explain the purpose of the proposed work: The purpose of the proposed development is to
construct Belmeade and to provide additional housing for Chatham County including the
Pittsboro area.
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. In August of 2006, S&EC conducted a
record review at the State Historic Preservation Office for sites and structures of historical
significance on the subject property. S&EC also conducted a file search for federally
protected species at the Natural Heritage Program office The records check at the State
Historic Preservation Office (SHPO) revealed that there are no structures on the property that
appear on the National Registry (NR) Determination of Eligibility (DOE Study List SL),
or Locally Designated (LD) lists The records search at the Natural Heritage Program
revealed that no rare plants or animals are documented within the project boundaries S&EC
also conducted a Threatened and Endangered species survey of the subject property in
August 2006. Suitable habitat for the Carolina Ladle Crayfish and the Four toed salamander
exists on property, but none of these species were observed No other state or federally listed
species were found on property. In December of 2006, S&EC conducted a detailed
delineation of the subject property. On June 13, 2007, Ms Lauren Cobb of NC DWQ
conducted a site meeting verifying the Intermittent or Perennial calls on the streams located
within the subject property boundaries The USACE is scheduled to conduct a site visit to
verify the wetland delineation on August 8 2007 Survey maps of the wetland and stream
features have been developed and will be submitted to the USACE under separate cover for
signature and approval.
Page 3 of 9
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 permits are known to be required 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
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: Proposed permanent impacts
include 248.5 linear feet of streams for the installation of the necessary roadwa
infrastructure. Proposed temporary impacts include 0.005 acres of wetlands and 440 linear
feet of streams for the installation of the necessary utilities The impacts are quantified and
expounded on below.
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 Impact
Site Number Type of Impact (e.g., forested, marsh, 100-year
' Nearest (acres)
(indicate on map) herbaceous, bog, etc.) FloodP1am Stream
es/no) (linear feet
Crossing #2 Utility (Temporary) Riparian wetland no 0 0.005
Total Wetland Impact (acres) 0.005
3. List the total acreage (estimated) of all existing wetlands on the property: 9.274 acres
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 9
Stream Impact
Number
Stream Name
Type of Impact
Perennial or Average

Stream Width Impact

Length Area of

Impact
(indicate on ma) Intermittent? Before Impact (linear feet (acres)
Crossing #1
g Harlands Creek Utility
(Temporary)
Perennial
+/- 32'
57
0.042
Crossing # 2
g Unnamed Tributary
to Harlands Creek Utility
(Temporary)
Perennial
+/- 15'
S7
0.020
Crossing #5
g Unnamed Tributary
to Harlands Creek Utility
(Temporary)
Intermittent
+/- 7'
72
0.010
Crossing #6
g Harlands Creek Utility
(Temporary)
Perennial
+/- 27'
55
0.032
Crossing #7
g Unnamed Tributary
to Harlands Creek Culvert/Rip Rap
(Permanent)
Perennial
+/- 12'
88.5
0.020
Crossing #7
g Unnamed Tributary
to Harlands Creek Utility
(Temporary)
Perennial
+/- 12'
36
0.009
Crossing #7
g Unnamed Tributary
to Harlands Creek Construction
(Temporary)
Perennial
+/- 12'
7
0.001
Crossing #8 Unnamed Tributary
to Harlands Creek Utility
(Temporary)
Intermittent
+/- 10'
68
0.012
Crossing #8
g Unnamed Tributary
to Harlands Creek Construction
(Temporary)
Intermittent
+/- 10'
16
0.003
Crossing #9
g Unnamed Tributary
to Harlands Creek Culvert/Rip Rap
(Permanent)
Intermittent
+/- 9'
160
0.031
Crossing #9
g Unnamed Tributary
to Harlands Creek Utility
(Temporary)
Intermittent
+/- 9'
65
0.009
Crossing #9
g Unnamed Tributary
to Harlands Creek Construction
(Temporary)
Intermittent
+/- 9'
7
0.001
Total Stream Impact (by length and acreage) 688.5* 0.190
.,i the 688.5 linear feet of stream impact only 248.5 linear feet are permanent
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 Name of Waterbody Type of Waterbody Area of

indicate on ma) Type of Impact (lake, estuary, pond, sound, bay, Impact
ocean, etc.) (acres)
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resultin from the ro ect
Stream Impact (acres): 0.190
Wetland Impact (acres): 0.005
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.195
Total Stream Impact (linear feet): 688.5*
Of the 688.5 linear feet of stream impact only 248.5 linear feet are permanent
Page 5 of 9
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.
No isolated waters are known to exist on the subject property.
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.): 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
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. Permanent impacts have been
avoided and minimized to the maximum extent practicable Road crossings have been planned
at perpendicular angles to stream flow. Streams are not crossed multiple times by roads All but
two road crossings are utilizing spanning structures to avoid and minimize permanent stream
impacts. Additionally, roadway networks were designed to avoid the suitable habitat found on
site for the Carolina Ladle Crayfish and the Four-Toed Salamander. Wetland impacts are
temporary and necessary for the utility installation The utility installation impacts are necessary
to supply the proposed development with water and sewer. Due to Chatham County regulations
prohibiting the suspension of utility lines from spanning structures the utilities must be placed
below the stream bed.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 6 of 9
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 may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or 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/stn-ngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The project proposes permanent impacts to 248.5 linear feet of perennial stream
Payment to the NC-EEP at a ratio of 1.1 is proposed to meet the wetland mitigation
requirement. Please see the attached EEP acceptance letter.
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/wM/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): 249 LF
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Page 7 of 9
L Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 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 V 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
(square. feet
Multiplier
Required
Mitigation
I N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A N/A
?n«A,UN vui w ieet perpenmcuiar from the top of the near bank of channel; Zone 2 extends an
additional 20 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
within 15A NCAC 2B .0242 or.0244, or.0260. This site is within the Cape Fear River Basin
which does not have NC-DWQ regulated riparian buffers
XI. Stormwater (required by DWQ)
Page 8 of 9
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 will not exceed 17.4%. The calculations are
provided on the oversized 24 X 36 sheet
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 project will tie into an existing treatment facility in the area
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 E?L
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 Policy Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on April 10, 2004, version 2 1 The draft states that most residential subdivisions are
unlikely 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 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
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).
I'll
acv
`-'\ Applicant/Agent' Signafure bate '
(Agent's signature is va d only if an authorization letter from the applicant is provided.)
Page 9 of 9
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Project No. Scale:
9894.W9 1°=2000 FIG. 1 - SOIL SURVEY MAP SOURCE:
Project Mgr. Drawn By: CHATHAM COUNTY 11010 Raven Ridge Rd.
NT MM BELMEAD FARMS Raleigh, NC 27614
CHATHAM COUNTY, NC SOIL SURVEY 919-846-5900
Date: 06/08/07

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t,1??\ `ti 5?''r?f\A'" ,? \? y?,r j I ??? ( I
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l :l ?-' }?? •? z r,?''1 `?( \1 J J t .'i ??r = r,?? 450
? if `?,?4`?`•?ti?,>?? ti ?-.jci?`=?'? 't?l •`"T ; i '',/i'r.`%J:- );i?•i I

r
-- ? l /I / / '?
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Project No.
98 Scale:
12000' FIG
1 - USGS MAP SOURCE: •

. 11010 Raven Ridge Rd.
.
Project Mgr.
NT Drawn By:
MM BELMEAD FARMS

C PITTSBORO/SILER CITY NE Raleigh, NC 27614
USGS QUADRANGLE 919.84&5900

Date: 06/08/07 HATHAM COUNTY, NC
07/11/2007 14:42
91,98469467
S&EC
04
PAGE 02
1?lat}ta
Address
Soil i Environmental Consultants, PA.
11010 Raven Ridge Road • TWcigh, North Carolina 27614 & Phone: (919) 846-$900 • Pax: (919) 846-W7
wwwSmdBC.com
. 1'tlone 1 `~15?? 3i z
)y[nject NamdDea(rjpkion' f €A L) L S&EC Project # . (,L1
ladle: 7 j l ?} a?
The pg1AMnnpnt of the Army
AMY Corps of Engineers, Wilmington District
Wilmington, NC 28402
Attn: ' ZL_jMF
I' Field Qffioc:
?? Re We4attds Related Consulting and Permitting
I o Whom It May Concern:
1, the currant proft owner, horeby designate and autbmize Soil & Environmental Consultants, PA to act in my
br half; s my ngrx:t in the Processing of permit applicado to finrniyln upon reg1w supplemental information in
support of applications, oto. from this day forward. The L day o£_
'A'llis notiiicatiotl sUPdr8cde8 airy Wrvious Ponx*pondence concerning the agent for this project.
NO'1l'11CE: This aatbarizatloa, for liability and pro"lone tourteay reasons, is aa1i4 one for government
Officials to ester the property wlneu accompanied by S&EC staff, You should call S&EC to arrange a site
i rueetiaig prior to visiting the site.
jm fit, rrr- rl.+!
P
rint Property Owner's Name
&Z?
Property Owner's Signature
cc: Ms- Cyndi Kmroly Mrs- Nicole Thomson
NCDENR - WQ cc: Soil & Environmental Consultants, PA
2321 Crabtl= Boulevard
Raleigh, NC 27604
K-
Z3d LO)"'Uip coiat, suite C
Conconi, 4C 28025
Phone: (704) 720,9405
Fax: [phone]
Qre6ushcrLQf5Gx
38 t 7_t, LA-A-ndalc Drive
Greensboro, NC 27455
Phone:[phone]
Fax: [phone]
AGENT A,UfE;IMZATION FORM
All Blanks To Be F UcdIal y_ f}ts Current Landnwnae
Soil 4 Env??onmental Consultants
1010 Raven Ridge Read
RaleigF. NC 9
211-
Phone (9I 9) 84466--55900
_0T-1214
NEW OVERALL IMPACT TOTALS
PERMAN ENT IMPACTS
TOTAL RIP-RAP S.F. -1,234 STREAM
L.F. -150 STREAM
TOTAL ROAD FILL S.F. - 0 STREAM
L.F. - 0 STREAM
TOTAL CULVERT S.F. - 971 STREAM
L.F. - 98.5 STREAM
COMBINED TOTAL S.F. - 2,205 STREAM
L. F. - 248.5 STREAM
TEMPOR ARY IMPACTS
TOTAL UTILITY S.F. - 5 842 STREAM
L.F. - 410 STREAM
S.F. - 209 WETLAND
A.C - 0.005 WETLAND
CONSTRUCTION S.F. - 259 STREAM
L.F. - 30 STREAM
BUFFERS PER CHATHAM COUNTY
® EXISTING DELINEATED WETLAND
EXISTING LINEAR WETLAND
WILDLIFE HABITAT
CLC (CAROLINA LADLE CRAYFISH)
4-TOED WILDLIFEHABITAT
(FOUR-TOED SALAMANDER)
P PERENNIAL STREAM
INTERMITTENT STREAM
LW LINEAR WETLANDS
600' 0 GOO, 1,200'
SCALE: I "=600' Morz.)
U
C
V
W
m
?
IV
7 uLu Q rm
(
-
0 7
uj Z u m'
L
om
vz,
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m
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a 0
ii
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m=
j

? u
?
a
0
a W •1
C
NORTH
•tl
TOP OF CREEK BANK
??OP05Ed
WO\OD5 LINE.,
TOE=411.64 A ,
1.
TOP=,4 I G.46. A p
EXISTING PERENNIAL STREAM 4" 5CI1. 40 PV? CONDUIT
y? ?\
FOR UTILITY;CRO,35ING ,
i
\ TOE=412.51
\TOP=418.10 \
L, x
TEMPORARY UTILITY
Il\?PACT - 710 5.F.
1
PROPOSED CONCRETE
CORE SLAB BRIDGE
CROSSING - NO 10 CT // ' `.. • '?/ ?'
' l . UTILITY ENCA`7EMENT
\ " \ PIPE WITH ANTI-SEEP
' COLLARS
TQP=4 17.51
T0?-412.09
TEMPORARY,,UTILITY
\ S o ?! ?A" IMPACT - 1, 100 5.F.
TOP=417.64 4" 5CH. 40 PVC CONDUIT
?1 \ TOE=412.44 1 FOR UTILITY CROSSING
PROPOSED 8"
WATER MAIN
/ \\ PROPOSED
WOODS LINE
\
40' 0 40' 80'
IIIIIIIIII-iff IM 0=01
SCALE: I "=40' (Horiz.)
CROSSING #1
So,1 6 Env ronmental Consultants
O O Raven R 0,3e Road
Ralegh NC 27614
Phone [phone]
PERMANENT IMPACTS
ROAD FILL S.F.
? 0 STREAM
L.F.j O STREAM
TEMPORARY IMPACTS
UTILITY S.F. 1,810 STREAM
L.F. 57 STREAM
CONSTRUCTION S. F. 0 STREAM
L
. F. 0 STREAM
V V z _
W
-
; z
=
I
W

z
I
I
I
z uj<
0 Z aj
z o?
V _j
0
L Z e
F y ?
U.J U i m
_j
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> 0
`
?`??awi[ Q
-
o
/,•
V z
z ao
W Z
o Z 3II
O ..
W
m Va
= W?
O YI
a

? _
m
NORTH

445 LOW POINT ELEV = 427.33
LOW POINT STA = 13+154.07
CROSSING 445
rVI STA = 12+7
1

PVI STA 6+35
P;VI ELEV = 426.43 €
( BRIDGE CROSSING F
A PVI ELEV = 430.03

?
.D. 9.56
E I j A.D. - 7.06 C
z
K 20.93

PROFILE
K = 21.24

?aa"s
So,,
-Z"R1
4 1-
"=

_
U-i
z z

40 200.0 VC
. s
.............__._. .,.....,...?....... ? -. -.._. ......-.w..•.-,.
,- 50.0 VCI 1
1
,
1
Ralc M1 NC 2 I4
9 _ -
CC n
L N?
.
, 440 Ph- (91 9) 649 5900 - (? Lu u C
z
t Z W Q
E 0 z < a
! Bridge End - z °o
///???---``` Existing Grade (Typ.)
o
Bent Backfdl
0
Q
435 ?w...
w Lr)w
Proposed Grade (Typ. m
Bridge End
\ Bent Backf ll e
v Pro o5ed Concrete Co
N Slab Bridge Crossing
w -
_
re e w. m
mm _

n 435 J
II?M?
z? z 8>

430 j ' ?*^

A
---
430
\ 4
000/0 "?
LLAR
I . ANTI -SEEP CO

425 425 +
I
Bank to Bank has utlift}?tlne
rVaries)
t
V
Stream e
miame
class B Concrete .
O
\
i }oat l
4+--or compacted Clay Q
420
\
I m 420
s inches
h Ytl9th
?
W
+ FN a
8 Inc,-has; re
f-

! x t Not to exceed 40 feet
SEC710?1 Z z
Q'

i I
N 03 /'AA

O N •/

415 e I I ?j {?
? YI
i 4 15 Class H Generate
or Compacted Clay f.
u
?
E { L__ J E i M Q Q
+?- 7'
' E
+/-7
12
-

410 i

10
inches

? H
S- nches
6 Inches

I
Concrete Anti-Seep
Concrete Anti-Seep
[
PLAN
cc
Collar (+.) Collar (Typ.)
W
405 _____ 405 - DOLLAR DETAIL
ANTI SEEP
8" Water Main in
I G" Encasement Pipe' SCALE : NONE
50' 100'
'
0
50
SCALE: I"= 50' (Horiz.)
SCALE: 1 "=5' (Vertical)
12 +00 13+00 I4+00 15+00 16+00 17 +00 * ENCASEMENT TO BE INSTALLED
10' BEYOND TOP OF BANK
NORTH
I EXISTING PERENNfAL STREAM
TOP OF
CREEK BANK '(-
'?? ' TEMPORARY UTILITY
\\? \
IMPACT - 543 5.F.
i
TOE 428.75
TOP 431.33 f / j \
TO 420 5
P4 I
5CI,.'40 PVC CONDUIT
oo FOR UTILITY CROSSING
LIMITS OF
TEMPORARY UTILITY 'EXISTING
IMPACT- 209 5.F. WETLANDS
UTILITY ENCASEMENT PIPE
PROPOSED CONCRETE WI H ANTI-SEEP COLLA
CORE SLAB BRIDGE
CROSSING - NO IMPACT '
Y ?? ?oo
4" SCH. 40 PVC CONDUIT ?h PROPOSED 8"
FOR UTILITY CR055ING WATER MAIN
TEMPORARY WETLAND
IMPACT - 341 5.F. 1
TOP 432.22 ?I TOP 432,79
TOE 429.47 TOE 429.81
PROPOSED,
WOODS LINE
40' 0 40' 801
SCALE: I11=40' (Horiz.)
CROSSING #2
,col b Env ronmcntal Cons O t-'s
c 1 1010 Baum Rdgc Road
Bale gh, NC 276 14
Pnane (919)154G-5900
PERMANENT IMPACTS
ROAD FILL S.F. 0 STREAM
L.F. O STREAM
TEMPORARYIMPACTS
UTILITY S.F. 884 STREAM
L.F. 57 STREAM
S.F. 209 WETLAND
AC. 0.005 WETLAND
CONSTRUCTION S. F. 0 STREAM
L.F. 0 STREAM
u
`-
lzz
7
Z Z G Nm
- L W zm
Zu?Q m
0
S..? ZWzCF
Z
_
r
V ?z
LZ
Q aj m
z g'
Q
o
u
V
z ao
W ? Z d'
GZ .II
0 0 ..
W 0J
m14 W4
a_
m
NORTH
CROSSING #2
BRIDGE CROSSING
460 4GO
j s
PROFILE ;
I € i
Low Point ELEV = 47.84
Low I"ok 5TA = I4 9G.G3
455
-PVT-STN- - T`2?? 5 _ __ __ _ - ?L 7+75 455
I
PVI ELEV = 442.53 P1?i ELEV = 437.48 PVI ELEV = 440.48:
A.D. = 4.72 A.D. = 3.53 [ A.P. = I ,10
K = 31.78 I K = 28.37 K[= 91.15
150.0000' UC 1 €100.0000' VCS 10(.0000' VC
450 - ( € 450
I k t R €
O CD N r N I N 0)
+ O + + I? + o-)
m y It CO Lf) co I- m
445
N N 10 4?
w ( to w w t ( N w
j> i > U j> s `J U
a-- GL_ a a j P4po5ed Grade ! yr.) j a
Propo5eo Concrete Coe
440 End Slab Bri4lge Cro551nq
Bent Backflll ) I u
p0 /0
---
435 . ..... 25
Bridge End
I Bent Backflll
430'. w.
t 7 i
I
l 7' 17'
f
425 l-
? ? Concrete Ant1-Seep
Collar (Tyr.)
Concrete Anti-Seep
Collar (Tyr.) gel WM In16"
i
Encasement Pipe i
4201
r- r
13+00
Class a Concrete
or Compacted Clay
Soil t Environmental Gons?itants
I IO10 Raven Rdge Road
Raleigh NC 27614
Phone [phone]
ANTI-SEEP COLLAR DETAIL
SCALE :NONE
- 420 50' 0 50' 100'
SCALE: 1 "=50' (Horiz.)
SCALE: I"=5' (Vertical)
18+00 * ENCASEMENT TO BE INSTALLED
10' BEYOND TOP OF BANK
425
u
`. In
V Z
Z
z
r - G? W um
zW0 '
0 zWZ m
Z
?..? Q0ZAO
o .?
a z ;m
O J mm
z
> 0
Q
o>
-
uo
J
V
Z CC0
w aW
0 x

9 Z 00
z

0 ?
y
20 NQ
W?
M4 0W
? J
= W0

V
M
NORTH
14+00
15+00
IG+00
17+00
445
440
r 1s
i Inch*$ f- UtllitrUre
j (©lameter Varies)
I
CY I Class B Concrete
I ' or Compacted Clay
r-
rorc? h # 6 Inches
Not to exceed 40 feet
SE. oN
435
ANTI SEEP COLLAR
100 YEAR FLOOD LINE
x` PER FEMA MAP NUMBERS
3710972100JAND
3710972200J, DATED
FEBRUARY 2, 2007.
*o EXISTING
INTERMITTENT
PROP05ED TOP OF CREEK STREAM
a WOODS LINE BANK
420.99
PROPOSED 8" TOP 2
TOE 419.72
\ WATER VAIN /
40''
TOE 419.58 /
`\ \ TOP 42 k 10 /
TEMPORARY UTILITY /
/
IMPACT - 2j7 ,5'.F'.
PROP05ED CONCRETE -'
CORE SLAB BRIDGE 4.' 5CH. 40 PVC CgNOUIT
CR055ING - NO IMPACT FOR UTILITY CR0851NG
TEMPORARY UTILITY
-'?` UTILITY ENCASEMENT
IMPACT - 203 5.F. PIPE WITH/ANTI-SEEP
\ COLLAR -'?
TOP 422.09
.
TOE`421.04
TOP 421.9 I
4" 5CH' 40 PVC CONDUIT
j% P0g/UTILITY CRO551?1cr
,' rf ?' ? o0
Soil G Env ronmental Cor+sui[ants
i tOiO Raven Rdge Road
Bale gh, NC 2761 4
Phone [phone]
PERMANENT IMPACTS
ROAD FILL S.F. 0 STREAM
L.F. O STREAM
40' 0 40' 80'
SCALE: I '=40' (Honz.)
CROSSING #5
TEMPORARY IMPACTS
UTILITY S.F. 440 STREAM
L.F. 72 STREAM
CONSTRUCTION S. F. 0 STREAM
L. F. 0 STREAM
z
u
Zl
Q., Z
NP
/
Z N
VJczM
O ZWZ
Z
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0r

?.h
Z
uj m
_j om
z
z 8;
Q-0-
/+¦
V Z

w
Z L0
W Z?
im Z , II
2 0 0 ..
W
m vj

=
p- w
?
Oy
a
X

0
_
CC
m
NORTH
450
445
440
435
430
425
420
415
410

LOW POINT E f

ST
LOW POINT

P *
V = 430.39
42 CR
= +77.66

2
4±Q ?RI? i

OSSING #5

NG' PVI STA=
E?
R©

4+50

PVI ELEV

A D. {
429.50 1

8 95 I
?7
PVI ELEV
A.° -1
L 3
432.00

7.00 450

`-

Z
z

K=
2.34 z
FROFI
E
K=
j
°.00 so < e„? o? o"cai eons"mares
oiora?RagoRoae
n NC 27614
n, Z
?'1 N
3
i
2 2°0, f
'VC 1 40. ' VC =g
Phone (91 9) H46-S 900 i -7 I'?I W Z n

L
Q rm

'0
...W,__.......e.....,m._.........,..'.,.. Ill
..._........e,m..._...........,
0
p
___. -

Ln q

m

N
Ln

O
°

45 W
W Z °'
Z Q o

Q _ C
h?
Q J Q J Q J { J 7
L
N W
E n
g > w N
> W I
> s N
j W W]
O J rL ??
Existing Crade (Typ.) Proposed Con crete Core

440 Q > z
0
STa n ge ossing 00
J U U
?So i)
i

Brill e End

_

?

_
? /

-------
ANTI SEEP COLLAR

435
?
Bent Backflll
s ( W
E
Pro osedCrade 00%
p ?Yp) V /
i Inchea ?- uttity?ttne
(Dlameter Varies)
I
430 I
t Glass B Concrete
1 t

? oo
"r" -- or Compacted Clay
r I 0
io,
Bank to g
j
t ? Banl? Bridge End .?,, ;,_.? •F-
'? ?? Stre m Bent Backflll
m?m. 425 NottttexGeed40feet
EC77£1N Z
I
I ? p yy
\

+l 7' Class s Concrete
or Compacted Clay fE V
420 m
a ?
12
Inches
W V
I•
Concr'te Anti-Seep C?ncrete Anti-5 ep
C
ll
Il
T
T
F C 6 inches
Q
ar (
ar (
yp.)
o
yp.)
(?
a d
f F
415

PLAN ?

?

Water Main in MM

" W
I G
Enca ?ment Pipe
I
ANTI-SEEP COLLAR DETAIL
5CALE NONE
t '
'
'
410 50
0 50
100
SCALE: I "=50' (1loriz.)
5CALE: I"= 5' (Vertical)
41+00 42+00 43+00 44+00 45+00
* ENCASEMENTTO BE INSTALLED
10' BEYOND TOP OF BANK

NORTH
r?
P
\ I i
? EXISTING' t t 1
PERENNIAL ,
STREAM r
I 1 i:r
? ( ?I I
fr ,
TOP=407.39x;
\ \ ` TOE=401.1
_ TOE=4
40G.G7
T'
- _I
PRpPO5E0 CONCRETE
CORE SLAB BRIDGE
CRO55ING - NO IMPACT
4" 5CH. 40 PVC CONDUIT
FOR UTILITY CROSSING
TEMPORARY UTILITY
IMPACT - 748 5.P.
100 YEAR FLOOD LINE
PER FEMA MAP NUMBERS
37 1 0972 100-1 AND
3710972200J, DATED
FEBRUARY 2, 2007.
TOP OF
CREEK BANK

I I

C?
1
i(

is

f{ I

' I
I
TEMPORARY UTILITY
IMPACT - G5G J.P. I
1

I
TOP=406.03
I I

I
f0E=901.08
4" 5QH. 40 PVC CONDUIT;' I
OE=40 POR/UTILITY CR055ING
P=40 ' -
66 94' I

PROPOSED 8"
WATER MAIN
UTILITY ENCASEMENT
PIPE WITH ANTI-SEEP
COLLARS
i
i
100 YEAR FLOOD LINE
PER PEMA MAP NUMBERS
37 10972 100-1 AND
3710972200J, DATED
FEBRUARY 2, 2007.
Soil F Env?ronmcntal Consultants
I I O 10 Raven Ridge Road
Raleigh, NC 27614
PM1One (9 9) 846-5900
PERMANENT IMPACTS
ROAD FILL S.F. 0 STREAM
L.F. O STREAM
501 0 50' 1001
SCALE: 111=50' (Hor¢.)
CROSSING #6
TEMPORARY IMPACTS
UTILITY S.F. 1404 STREAM
L.F. 55 STREAM
CONSTRUCTION S. F. 0 STREAM
L.F. 0 STREAM
t r?rn
V V z
ZZ
I - ? w n
ZWQ=?
rm
O ZWzOF
Z
?

j
Q
_j o
O Tm
(L Z ;

Z - ? o
z
-
0
?Uu
ti Z
d
Z O

Ca
Z ?7 N
Zn MINE
? o ?W
m Q 0Q
W
Q ON
V CC
NORTH
430
420
410
40
?+ LOW POINT ELEV = 418.61
CROSSING #V LOW POINT 57A = 17+ 17.86
PVI STA $ 13+50 BRIDGE CROSSING PVI ST = 18+00
I PVI ELEV = 421.00 E PVI ELEV = 418.00
A D 2.00 A.D.E- 7.47
PROFILE-
1
0 m 100.b VC ( 20Y.01 VC
+ N
m Proposed o0
d W Grade€(Typ•) +
n v
W
> °o
Q > ._._.,......_
W.? Bridge End _Pro?ose oncre Cor
;Bent Backfill 51ab Brld e Cr055mg
2 c Bridge lind W
Bent Ba?kf'
1
-0. Gzz
Bank to Bank
5tream
I It
ng Gr d e (Ty :)A.
Existi ad p
f ( ? I ? E 1 I
4
o 7'
Concrete Anti-Seep
Concrete-Anti-Seep Collar
(T
Collar (Typ.) 8" Water Main in
I G" EnG35CMC t Pipe"
{
00 14+00

p o l o ???? R aye Roaa
430 Raleigh, NC 27614
Phone (91 9) 8,4G-5900
420
410
400
ANTI SEER COLLAR
0
r fla
chos
4,- UtititrUre
j I o)lameterVaries)
i
? toot I
I
I Class 5 Concrete
?`orCompacted Clay
?
{
?F f
E_
6 inches ref 8 Inches
d 40 feet
Not itr
"cee
Vy
c
JGL 114kE
u Class B Concrete
or Ccmpaemd Clay
c
iq t_12
Inches
,
In: hes ,.6 Enches
PLAN
ANTI-SEEP COLLAR DETAIL
5CALE:NONE
50' 0 50' 100'
SCALE: 1 "=50' (Honz.)
5CALE: 1 "=5' (Vertical)
15+00 16+00 17+00 18+00 * ENCASEMENT TO BE INSTALLED
10' BEYOND TOP OF BANK
0
V
?., Z Z LU
-?Wzm
ZWQ
O Z W Z OF
S?-I Z
z
C >"
L Z 3 m
Q W m
m tm
Z> g o
z?
QUp-
W
.
0 J

? ?W
F
W
ei z ZZ
g 0
?? NQ
J 0
M
ma J
Q
?yL
a
0
?
M
W
0
NORTH
p0
/
\ i TOP OF CREEK BANK
i
EXISTING PERENNIAL STREAM
PROP05ED 8"
WATER MAIN CL=418 37
TOP=420.45
TEMP.; CONSTRUCTION
/ IMPACT - G3 S.F.
p0
PROPOSED CONCRETE \
HEADWALL - NCDOT y \
' STANDARD 838.1 1
PERMANENT RIPRAP \
IMPACT - 3G0 S.F. o
4" 5CH. 40 PVC CONDUIT
FOR UTILITY GROSSING
EXISTING /
WETLANDS (TYP.)? '
i
TOV=419.81
/ CL=417.65 ,
TOP=420.01
/ 24'(w') x 40'(1) x 24" (c0, /
/ CLASS "I" RIPRAP
/ D1551PATOR PAD
100 YEAR PL00D PLAIN
PER PEMA MAP'NUMBERS
3710972 I,OOJ AND'
' 3710972200-1, DATED
FEBRUARY 2, 2007.
40' 0 40' 80,
F-1 F-1 F71 F-1 MINI
SCALE: I "=40' (Horiz.)
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IMPACT - 384 S.P.
4". SCH. 40 PVC CONDUIT
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UTILITY ENCASEMENT
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-COLLARS
TOP=420.60 /
i
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420
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VERTICAL SCALE I" =5'
PERMANENT IMPACTS
ROAD FILL S.F. 0 STREAM
L,F. O STREAM
CULVERT S.F. 516 STREAM
L,F. 48.5 STREAM
RIP RAP S.F. 360 STREAM
L,F. 40 STREAM
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L.F. 36 STREAM
CONSTRUCTION S.F. 63 STREAM
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1 1010 Raven Ridge Road
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40' 0 40' 801
CROSSING #6
SCALE: I "=40' (Horiz.)

Soil E Env ronmcntal Consultants
I I OI O Raven Rdge Road
Ralc gh, NC 27614
Phonc (91 9) 546-5900
PERMANENTIMPACTS
ROAD FILL S.F. 0 STREAM
L.F. O STREAM
TEMPORARY IMPACTS
UTILITY S.F. 522 STREAM
L.F. 68 STREAM
CONSTRUCTION S.F. 147 STREAM
L.F. 16 STREAM

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NORTH
Soil d Envvonmcntal Consultants
1 OI O Raven Ridge Road
Ralagh, NG 27614
Phone [phone]
ANTI -SEEP COLLAR
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100 YEAR FL00
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3710972100JAND
3710972200q, DATED
FEBRUARY 2, 007.
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PROPOSED
CONCRETE
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D1551PATOR PAD,
150 ? < En?,?o?menra? ?ons?,ranr=
101 0 Raven Ridge Road
Raleigh, - 27614
Phone (91 9") 846-5900
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TOP=419.75
TOE=418.26
TOE=418.08
TOP=420.22
TEMP. CONSTRUCTION
IMPACT.- 49 5.P.
PROP.p5ED
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HEADWALL
PROPOSED I G' x G'
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APPROX. STA. 38+G I ROAD "I"
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VERTICAL SCALE I` =5'
PE RMANENT IMPACTS
ROAD FILL S.F. 0 STREAM
L.F. 0 STREAM
CULVERT S.F. 455 STREAM
L.F. 50 STREAM
RIP RAP S.F. 874 STREAM
L.F. 110 STREAM
TEMPORARY IMPACTS
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L.F. 65 STREAM
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So?1 E Environmental Cons?icants
I I O I O Raven Ridge Road
Raleigh, NC 27614
Phone (91 9) B46-5900
ANTI -SEEP COLLAR
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SECTION
class 6 Concrete

1 or compacted Clay

;r

Inches
6Inch es .-Sinches
PLAN
ANTI-SEEP COLLAR DETAIL
SCALE : NONE
10' 0 10' 20'
SCALE: I "= 10' (Horiz.)
SCALE: I "= 10' (Vertical)
* ENCASEMENT TO BE INSTALLED
10' BEYOND TOP OF BANK
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Coleen Sullins, Director
Division of Water Quality
June 18, 2007
Soil & Environmental Consultants
Attn: David Gainey
11010 Raven Ridge Road
Raleigh, NC 27614
j U L- in ?
6
JUN 2 0 410
I I
By: €€nimnme,ital. hensu!taais, PA
IPRRO 07-017
County: Chatham
INTERMITTENT/PERENNIAL (I/P) STREAM DETERMINATION
Project Name: Belmeade Site
Location/Directions: Site is located in the southwest quadrant of SR 2161 and NC 64 west of Pittsboro
Subiect Stream(s): UT to Harlands Creek
Date of I/P Determination(s): 6/13/07
Feature I/P
Call* Location of I/P Point
(GPS Points and/or Flag) Notes/Basis for Call (Stream Form
Rating, Biol. Indicators, etc.).
A P Throughout
B P Intermittent start at Flag DG04
Perennial start at Fla DG05
C P Throughout
D P Throughout
E P Throughout
F P Throughout
G I Intermittent start at FlagG1 20
H I Intermittent start at Flag Hl
I I Intermittent start at Flag D03
J I Intermittent start Flag Jl
Intermittent end at Fla J2 21.5
K I Intermittent start at Flag Kl (pipe) 24
L I Intermittent start at Flag DO1 21.5
M P Perennial start at Flag D02
* UP - Intermittent/Perennial
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affectedparties
that dispute a determination made by the D WQ or Delegated Local may request a determination by the Director. one
aro
ling
A request for a determination by the Director shall be referred to the Director in writing c% Cyndi Karoly, D WQNort
?Natmu ura!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Belmeade Site
6/18/07
Page 2 of 2
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. You must act within 60 days of the date that
you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the
affected party (including downstream and adjacent landowners) is notified of this decision. DWQ recommends
that the applicant conduct this notification in order to be certain that thirdparty appeals are made in a timely
manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
This determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Lauren C. Witherspoon
Environmental Senior Specialist
CC: DWQ-RRO Files
Central Files
DWQ 401Unit
NorthCarolina
Naturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Soil & Environmental Consultants, I ,
Job Number 11010 Raven Ridge Rd.- Raleigh. NC 27614
IM 4, [phone] • [phone]
Date JU -I e 13..200 Web Page:www.SandECcom
Regulatory Agent/Agency
S&EC Personnel U
Streams Agent Initials:
Feature (Start /Class/Mit.Ratio` J -off--
-T

Feature (Start/Class/Mit.Ratio)
CX•?hn?°?-? ?
'? Ile
?
Feature (Start /Class/Mit.Ratio)
x?
Feature (Start /Class/Mit.Ratio) L _ 11
i,4ffer e

Feature (Start /Class/Mit.Ratio)
IYV
Feature (Start /Class/Mit.Ratio)
Feature 49 (Start /Class/Mit.Ratio) 0" "`? 1 aurT ?n'?'?t ?
Feature (Start /Class/Mit.Ratio) R f
l 7? ?'rY t
?I ??r1
*For Streams, please note the classification (intermitte perennial, important/unimportant) and the mitigation requirement.
Wetlands Agent Initials:
Flag Numbers/comments
Flag Numbers/comments
Flag Numbers/comments
Flag
Flag Numbers/comments
**For Wetlands, please note the wetland type (riparian or non-riparian as well as mitigation requirements).
Marginal / Questionable Areas Agent Initials:
Area Label/notes
Area Label/notes
Area Label/notes
Ponds Agent Initials:
1.
2.
3.
4.
5.
By my initials above, I, (re ug latorY went), attest that the resources noted
above have been reviewed during an on-site meeting on (date).

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9894.W3
Topographic Quadrangle
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Project Mgr.: rllghway 64 51tP-Titt5boro) j Soil & Environmental Consultants, PA
Dav}d Gainey

.
Chatham Development Corp
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Scale: Chatham Count NC
Y> Web Page: www.SandEC.com

I 2,000'
Plttsboro Quad (I 993)

01/03/07 Slier City NE Quad (1980)
A
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Project No. FicJure 2 - NKCS Soil
9894.W3 Survey Map
Project Mgr.: Highway G4 Slte(PlttSboro)
David Gainey Chatham Development Corp.
Scale: Chatham County, NC
I" = 2,000'
Chatham County
01/03/07 Soil Survey
-? 4 - -
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Joins F-5
JUL 1 2 2007
CH
A Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] - [phone]
Web Page: wwrw.SandEC.com
s??stem ,
PROGRAM
July 12, 2007
Belmeade Farms, LLC
6205 Fayetteville Road, Ste. 104
Durham, NC 27713
Project: Belmeade County: Chatham
0 7- 1 2 1 4
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of Gte
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
Ca
e Fear Stream (f?
t) W
l
p
03030003 e et
ands (a=S) Buffe! 1
(Sq. Ft.) B offer 11
(Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts 0 0 249 0 0 0 0 0
Credits 0 0 498 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
illiam . Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Monte Matthews, USACE-Raleigh
Nicole Thomson, agent
File
ka toriprg... ... PYDt?ctl,`t9 our State
A
AffiRR_
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep_net
.ASS;
July 11, 2007
Steve O'Ncal
CIIATIIAM DEVELOPMENT CORPORATION
6208 Fayetteville Road, Suite 104
Durham, NC 27713
Re: Report of Subsurface Investigation
Proposed Creek Crossing ##8
Belmeade
Pittsboro, North Carolina
OeoTechnologies Project No. 1-07-0141-EA
Gentlemen:
GeoTechnologies, Inc. has completed the authorized subsurface investigation to evaluate
subsurfacc conditions for construction of the proposed bottomless culvert to be constructed at creek
crossing ##8 in the Belmeade development. Subsurface conditions at the site were investigated by
utilizing an all-terrain vehicle mounted drill rig performing standard penetration tests at selected
locations to evaluate the consistency and density of the subsurface soils. A total of two borings were
completed at the creek crossing location. The borings were extended to depths varying from 3 to 7
feet below existing grade, The borings were located in the field using NC grid coordinates and a
Trimble CPS unit, and therefore the locations should be considered approximate. The locations are
indicated on the attached Figure 1. The borings were completed utilizing large diameter hollow stern
augering techniques. This report presents the findings of our investigation along with our
recommendations regarding construction and foundation support for the proposed culvert crossing.
SITE AND PROJECT INFORMATION
It is our understanding that the project will involve construction of a bottomless culvert for
creek crossing t#8 in the Belmeade subdivision in Chatham County, North Carolina. The arch culvert
will span 20 to 40 feet across an existing creek to provide access for the road right-of-way. We
anticipate that the structure will also include wing walls extending off of all four corners of the
proposed culvert.
SUBSURFACE CONDITIONS
A generalized subsurface profile prepared from the test boring data is attached to this report
as Figure 2 to graphically illustrate subsurface conditions encountered at this site. 's'tore detailed
descriptions of the conditions encountered at the individual test boring locations are then presented
on the attached test boring records.

Chatham Development Corporation
Reif Bade t'reek Crossing `?'8
July 11. 2007,
pare- ,
Subsurface conditions on the site were characterized by approximately 3 to 5 inches of near
surface topsoil underlain by residual soils which have fo rrned in place by weathering of the parent
bedrock. The residual soils consisted of stiff to very stiffsandy and clayey silts. The residual soils
extended to depths of l to 6 feet below existing grade where partially weathered rock (PWR) was
encountered. F'WR is defined as material which could be penetrated with the soil drilling augers but
which exhibited penetration resistances in excess of 100 bpf`. The MR was encountered to depths ofd
3 to 7 feet below grade where auger refusal was encountered on harder more competent bedrock
materials.
Groundwater was not encountered at in the borings at the time of baring. Additionally,
regional groundwater levels will fluctuate with seasonal and climatic changes and may be different at
other times.
RE COMMENDATIONS
The following; recommendations art made based upon a review of the attached test baring
data, our understanding of the proposed construction, and past experience with similar projects and
subsurface conditions. Should existing plans change significantly from those now under
consideration, we would appreciate being provided with that information so that these
recommendations may be confirmed, extended, or modified as necessary. Additionally, should
subsurface conditions adverse to those indicated by this report be encountered during construction.:
those differences . hould be reported to us for review and comment.
Cruck Cro,sinrz Locations, It is our understanding tha+, consideration is being given to
utilising a bc1tt rrnl 5 culvert for the creek crossing 48 location. The borings encountered shallow-
PWR at the creek cre-sing location. The materials wwhich w?c:rc encountered will exhibit a maximum
allowable bearing c.rp tcitva of 10.000 psf for founndations cmbedded on the PWR.. Typically, the
bottomless culverts are supported on a strip footinL, bearing on PWR. We recommend that the
footings be extended to bear on 1'WR tier scour protection. The strip footing will resist sliding by
friction developed along the base of the foundation and by passive soil resistance. We recommend
calculating friction resistance utilizing a sliding friction factor of 0.4 on the base of` the foundation
and recommend utilizing a uniform passive pressure of 800 psf for calculating; passive resistance.
Once foundations have been excavated, we recommend that an envinccr visit the site to
perform an inspection at the base of the excavations to verify that exposed c:ocxtiJons are similar to
those encountered in the borings and are suitable for support of the proposed structural loads. If any,
soft areas are identified in the foundation excavations. they can he repaired by neatline undercut and
backfilling with a non rodablc rna(erial such as lean concrete. We recommend that the contractor he
prepared to concrete the footings relali??ly quickly after excavation or to place a shallow mud mat.
due to the possibility of 4youndwat<r infiltration. The contractor should maintain pumps and sumps
during the excavation process to remove any groundwater which enters the excavation. Ail ()`iIJ
regulations should be ; trietly adhered to when placing workrrte:ri within a below grade excavation.
Am ert r, ati,)n which extends below 4 feet will require sloping at temporary angles of 1.51-1:1 V or
the ta.w it t4taeporarv shor€no

Chathani Dek'etoprnent Corporation
Beimeadl, Creek Crossin?,, =S
LIJ%?' 11, 2Q07
If cast-in-place walls will be constructed as hcadwalls for the culverts, we recommend that
the concrete retaining wall be do sil ncd for a triangular lateral earth pressure distribution based on the
assumption that the soils behind the walls will act a an equivalent fluid weighing 50 pcf. This
assumes level backfill above the wall and that highly plastic clays will be excluded as backfill
material, All backfill placed w=ithin 3 feet of the wall should be compacted with hand held tamps
rather than with heavy mechanized equipment to maintain pressures within the design assumptions.
In order to prevent a build-up of hydrostatic pressure behind the wall, a sand filter or specialty
drainage material such as Enka drain or Mira drain should be utilized to collect water which migrates
toward the wall and to direct that water into a footing drain which is then drained to the lower
elevations of the site. The outlet point on the site should be equipped with a backflow check valve to
prevent backflooding through the outlet pipe during high water events in the creek.
Once foundations have been installed; we recommend the structure be. backfilled with a
granular material compacted to 95% of the standard Proctor maximum dry density. Field density tests
should he performed during compaction operations to verify that compaction specifications are being
met. Additionally, no heavy equipment should be placed within 3 feet of the sides of the arch
structure. ,Also, heavy equipment should not be utilized over the top of the structure to prevent
overloading of the arch crowns until the top has been covered with at least 3 feet or more of soil.
GeoTechnolol ies, Inc. appreciates the opportunity to be of service on this phase of the
project. Please contact cts if you have any questions coneerning this letter or if we may be of
additional service on this or other projects.
Very -rruiv Yours,
GeoT'echnologies, Inc.

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PROJECT: SCALE: Not to Scale
II'1 _ JOB NCI: 1-47-0141-EA
Belrneade Crossings #8 Te"x"11 o lies, `n
FIG NCI: 1
Pittsboro NC
GENERALIZED SUBSURFACE PROFILE
3
f!'
8
I PROJECT:
Belmeade Creak Crossing #8
Pittsboro„ North Carolina
C-2
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Soto"
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LEGEND
0 Topsoil
1 Loan Plasticity Silt
Partially Weathered Rock
7-1
8 Standard Penetration Resistance
Auger Refusal
GeoTe(finologies, log
SCALE:
JOB NO:1-07-0141-EA
FIG N4:2
FESTBORING RECORD
DEPTH
(FT.)
0.4
6.0
;.s
DESCRIPTION ELEVATION PENETRATION
(FT.) (BLOWS/FT.)
0 10 20 40 60
BORING Nt.,- IBER C;- 1
I)_1T " l0-C>
PACE I OF I
100
BLOWS PER
SIX INCHES
Ge*Te(hndogies Inc
GrouridNvY t.tc:r Tiol i;vc mmlcre I t 6me of bo rim-,.
TEST BORING RECORD
DFPTH
(FT.)

DESCRIPTION FLEIVATION PENETRATION
(1-1%) (BLOWS/FT.)
JOB NUMBER ;-;:)?-tit #1-LA
BORING NUMBER C-,
DATE - - t
PAGE OF I
BLONN'S PER
SIX INCHES
i GeoTechnologies, GrMndwater not encountered at time of boring,