20080263 Ver 1_401 Application_20080208

08-0263
DR. J.H. CARTER III & ASSOCIATES, INC.
Environmental Consultants
P.O. Box 891 • Southern Pines, N.C. 28388
[phone] • Fax [phone]
Letter of Transmittal
To DIVISION OF WATER QUALITY
401 WETLANDS UNIT Date: 2-5-08 Job # 0423
1650 MAIL SERVICE CENTER Attn: Cyndi Karoly /Ian McMillan
RALEIGH, NC 27699-1650 Re: East Lake at CCNC
WE ARE SENDING YOU
Attached Reports Maps
Copy of letter Plans Data
Prints Photos X Permit
COPIES DATE # P s DESCRIPTION
1 2-5-08 25 Nationwide 12 Permit A lication for
East Lake at CCNC,
Pinehurst, Moore Coun , NC

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THESE ARE TRANSMITTED
For approval Approved as noted ,~,~~.~ ~N,,.~,,n~,5r~:.ci~~~v~~-`~~'~'
For your use Approved as submitted
As requested Returned for corrections
For review and comment X For your information
REMARKS: Cyndi or Ian,
I've enclosed a courtesy copy NWP No. 12 for your review.
Please contact me with any questions or concerns.
___
Thank you.
Jennifer M. Freeman
Wildlife Biologist
COPY TO:
SIGNED:
If enclosures are not noted, please contact us immediately
Endangered Species Surveys • Environmental Assessments • Land Management • Wetlands Mapping and Permitting

08-0263
DR. J.H. CARTER III & ASSOCIATES, INC.
Environmental Consultants
P.O. Box 891 • Southern Pines, N.C. 28388
[phone] • Fax [phone]
5 February 2008
Ms. Emily Burton
Wilmington Regulatory Field Office
US Army Corps of Engineers
P.O. Box 1890
Wilmington, North Carolina 28402-1890
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Emily:
Enclosed is a Nationwide No. 12 permit application for a proposed sewer line for East Lake at
the Country Club of North Carolina (CCNC) in Pinehurst, Moore County, North Carolina (see attached
maps). In general, proposed jurisdictional impacts include mechanized clearing and trenching for
installation of the sewer line in 1 wetland area. The wetland crossing is necessary to connect the new
sewer line to the existing Town of Aberdeen Sanitary Sewer. Total project impacts will be 0.09 acre
of jurisdictional waters, including wetlands.
Road construction at the proposed East Lake subdivision at CCNC includes 2 bridges across
jurisdictional waters. The bridges are designed to cause no impacts to jurisdictional areas. A
temporary crossing for construction equipment will be placed next to the larger bridge. The temporary
crossings will be built on pilings that will be removed post-project, resulting in no temporary or
permanent impacts to jurisdictional areas. I've included a copy of the bridge drawings with this
application for your review and concurrence.
Please review the enclosed permit application and contact me if you need any additional
information. Thank you for your time.
Si cerely, ~rn
~'b
J fifer M. Freeman
Wildlife Biologist
CC: Mr. James F. Smith, Jr.
NC Division of Water Quality - 401 Wetlands Unit
Mr. Ken Averitte, Division of Water Quality, Fayetteville Regional Office
Endangered Species Surveys • Environmental Assessments • Land Management • Wetlands Mapping and Permitting

Office Use Only: Form Version March 05
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
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 No. 12
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: ^
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
Owner/Applicant Information
l,.
Name:Country Club of North Carolina (CCNC) c/o Mr. James F. Smith, Jr. ~r,~ ra=.r w . .
Mailing Address: 2115 South Churchill Drive 4~•ti ~~,~~~~_..~. ~ ~~ ~~="ti~ ~'~~~~~~~'~
Wilmington NC 28403
Telephone Number: [phone] Fax Number:
E-mail Address: ismithjr2(a~ec.rr.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jennifer M. Freeman /William Mullin
Company Affiliation: Dr. J. H. Carter III & Associates. Inc
Mailing Address: 515 - F Midland Road
Southern Pines. NC 28387
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: ifreeman~a ihcarterinc.com / wmullin(a~jhcarterinc.com
Updated i l/1/2005
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USAGE 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: East Lake at CCNC sewer
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 857100037010
4. Location
County: Moore Nearest Town: Pinehurst
Subdivision name (include phase/lot number): Country Club of North Carolina (CCNC)
Directions to site (include road numbers/names, landmarks, etc.): From the intersection of
US Hwy 1 and US Hwy 15/501 in Southern Pines travel north on 15/501 to MorPanton
Road Turn left on Morganton Road and continue west to the Country Club of North
Carolina: turn left into CCNC.
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): 35.1599 °N 79.4336 °W
6. Property size (acres): 128.18 acres
7. Name of nearest receiving body of water: Aberdeen Creek
8. River Basin: Lumber River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins.. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The parcel is forested and located within the CCNC, a
residential golf community. The surrounding area is a mix of residential and commercial
Updated I I/1/2005
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: The
project includes construction of a sewer line that will connect to the Town of Aberdeen
Sanitary Sewer south of the property boundary. Standard construction equipment will be
used including excavators and other heavy equipment.
11. Explain the purpose of the proposed work: The ~umose of the work is to extend city sewer
service to the proposed ~ 128 acre residential development.
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. A JD was issued by Ms. Jennifer Frye on 5-03-2006 (Action ID
2006008111. __
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated.
VL 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: The installation of the sewer
line (including clearing trenching pipe placement and returning soils to grade) will result in the
disturbance of 0.09 acre of wetlands. Total impact to jurisdictional waters, including
wetlands, is 0.09 acre.
Updated Il/l/2005
Page 7 of 12

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 lief impacts dne to tenth structure and flcx~din~_
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet)
Sewer clearing/trenching forested Yes 0 feet 0.09

Total Wetland Impact (acres) 0.09 acre 0.09
3. List the total acreage (estimated) of all existing wetlands on the property: 13.49 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
mnct he inclnrlerl Tn calculate acreage mnltinly length X width. then divide by 43.560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
N/A

Total Stream Impact (by length and acreage) N/A
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 excavatinn dredging flnnding_ drainage. hulkheads_ etc.
Open Water Impact

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

Type of Impact Type of Waterbody

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

Impact
(acres)
N/A

Total Open Water Impact (acres) N/A
6. List t:
ie cumulative impact to all Waters of the U.S. resulting trom the project
Stream Impact (acres):
Wetland Impact (acres): 0.09
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 0.09
Total Stream Impact (linear feet):
Updated 11/]/2005
Page 8 of 12

7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation - N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The sewer line was designed to
avoid jurisdictional impacts to the maximum extent possible. The wetland must be crossed in
order to connect the new sewer line to the existing Town of Aberdeen Sanitary Sewer.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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
Updated 11/1/2005
Page 9 of 12

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 (see DWQ website for most current
version.).
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.
None proposed
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information: - NA
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
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 ^
Updated 11/1/2005
Page 10 of 12

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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feed Mitigation
1 ~ ~ 3 (2 for Catawba)
2 1.5
Total I I N/A
* Zone 1 extends out 30 feet perpendicular 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. N/A
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. Total impervious area of East Lake at CCNC
will be aaproximately 19.5 acres or 15.19 % of the total acreage onsite. This impervious acreage
includes all future development plans (homes and roads).
Updated ll/1/2005
Page 11 of 12

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 sewer line will be constructed to connect the proposed subdivision to city water
and sewer.
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: The
proposed sewer line will service the subdivision exclusively and will not result in further
development offsite
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).
_cJ_
Ap icant/Agent's Signature Date
is signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12

01/11/2006 15:58 FA% 910 692 7342 HOBBS UPCHURCH
91%11/2005 15:47 9106929 JEFF D07S[]N
I~ 002
PAGE 02
TFIE coTTN~R,Y CLUB of iva~t~t C~or.~nvA
10 January 2006
To Wham Yt ]-~ay Concern:
Imo. J.Ii Cortex ~ & Associates, blc. is authorized to conduct wetland delineations and
prepare and submit the necessary permits (lf needed) for the proposed development of a
I26 acre parcel at The Country Club of N'oxth Carolina, Pinehurst, lv~oore Courityr, Nozth
Carolina. Additionally, this letter grouts permission to Federal end state regulatory
authorities to conduct site visits on our property to evaluate aad certify wetland
boundaxiies.
Sincerely,
~~ ~~
Jobuu N. E11is,1~+~.A.
President
P. ~. Soo 786 Pitiehu~t, NC X8370 Telephone [phone] Fax 910-682-lS990

ti.._. ARMY CORPS OF ENGINE .S
WILMINGTON DISTRICT
Action Id. 200600811 County: Moore U.S.G.S. Quad: Southern Pines
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: The Country Club of North Carolina
Address: PO Box 786
Pinehurst, NC 28374
Telephone No.:
Property description:
Size (acres) aspx. 126 Nearest Town Pinehurst
Nearest Waterway Aberdeen Creek River Basin Lumber
USGS HLJC 03040203 Coordinates N 35.1599 W 79.4336
Location description The proiect area is located at the Country Club of NC south of the Royal Dornach Lane cul-
de-sac, in wetlands adiacent to an imaoundment of Aberdeen Creek southeast of Pinehurst, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there maybe wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner.- For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetland on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 5/3/2006. Unless there is a change in the law or our published
regulations, this determination maybe relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act. (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Page 1 of 2

Action ID: a7 vo ~ 6 y Sr~- ~
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frve at 910-251-4923.
C. Basis For Determination
This-site exhibits weltand criteria as described in the 1987 Corns Wetland Delineation Manual and is adiacent to
Aberdeen Creek, a tributary to Drownine Creek and the Lumber River a navieable Water of the U S This site also
contains waterbodies that exhibit an ordinary hieh water mark and are tributaries or impoundments of Aberdeen
Creek. This determ~nahon is based on information submitted by J Carter and Associates and a site visit by Jenniter
Frve on 3/15/2006.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the South Atlantic Division, Division Office at the Following
address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
La order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 7/3/2006.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official 1 _
Date 05/03/2006 Expiration Date /3/2011
Copy furnished:
J. Carter & Associates, Inc., PO Box 891, Southern Pines, NC 28388
Ken Averitte, NCDENR-DWQ, FRO, 225 Green St., Suite 714/Systel Bldg., Fayetteville, NC 28301-
5043
Page 2 of 2

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LECEND
D COYPUIED POINT
O EW E7051NG DTDN PIPE
O ECII E70SING EDNCIIlTE YON
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--------- uNSURYErm IYRINDARI'
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WETLAND DELINEATION SURVEY FOR
CO UNTR ~' CLUB OF
NORTH ~ CAROLINA
MINERAL SPRINGS and SANDHILLS TOWNSHIPS
MOORE COUNTY NORTH CAROLINA
SCALE 1" = 100' NOVEMBER, 2005
NOTE:
DASHED BOUNDARY LINES TAKEN FROM
DEED AND NOT FROM ACTUAL FIELD SURVEY

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7sss9r Continue on Page 72 78.5833°
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1 PINEBLUF~/ ~, LAURIN URG
KILOMETERS 1_ 0 1 2 3 4 5 6 7 B 9 10
MILES 1 0 1 2 3 4 5 6

Location of the proposed East Lake at Country Club of North Carolina (CCNC), Pinehurst, Moore County,
North Carolina.
0 0.5 1 2 /M
Miles /~~

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Location of the proposed East Lake at Country Club of North Carolina (CCNC) and «etland
impact locations, Pinehurst, Moore County, North Carolina.
0 0.125 0?~ Q.5
Miles ///~~~~

impact locations, Pinehurst, Moore County, North Carolina.
0 0.125 0.25 0.5 /r!~
Miles /~~
Location of the proposed L~.ast Lake at Country Club of North Carolina (CCNC) and wetland

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70' ~ , ~ ` I , " I EX STING 42" MOORE !
POWER TRANSMISSIO /~ , ',~ ~. ; :: LINTY SANITAR\ .' : ,
LINE EASEMENT ~~ , ~ ., S ER INTERCEPTOR ! •• ' i •
EX. SSMH-TOWN OF ABERDEEN ~ ` / ,I . i .~ ! •
CORE AND DRILL EX. ~ i ,
MANHOLE FOR CONNECTION. ~.+- ~ \ i .
SEE NOTE 9 THIS SHEET / , I, EXISTING I30' ' MH •70a-5' DIA. MANHOLE'
BEFORE CORE DRILLING ~• $EW 'OWTFA~.L EASEMENT STA.3+98.03 !
~ ~~~ ~; P MOORE OUNTY \ IM ELEV. 356.34
SSMH-MOORE COUNTY ~' / '~. ~ :511093.1787 - '1
20' SAN.SEWER RIM 338.51 _ -20' ~AN. ~ _ E: 18698 ~62~ W~
EMENT INV=327.07 5EWER EASEM~NT ~ "~ ~ ~ i , ' ,
I .
~., - . _ q0_ . i
EX. SSMH-TOWN 0 _ --.-~ ~~._ ~ ~~'~ - ~ - ~.~ \ i ~.• i , '
ABERDEEN _ ----- pEpTOR
_ _ _STA. 0+00 ~ TY SEWER INT R _ ~ r ~ ~,, \• i
~1 '~1\
--~ --" RIM ELEV. 338.84 s n~pp~_ r-~ i j~ ~\ ..... \
l
__ --__--__ OWN OF ss- \ 1 Y ~ ;:~ ~\i _
%~
- ~,, •. ~ ,~~ ~ 6" D1P SERVICE IATE$AL~ TO~~
ss -~~-~ - EDGE OF -'
'r f ~\ MANHOLE
~ -~~= _-" _ _ ~ `~ WETLAND WETLAND I '` --~ ~ ~ .\ /~ \ INV=356.00 ~
_ \ /~ O 7.BSX MIN SLOPE / '
~ , ~ ~. // '~ \ SEE NOTE 11 THIS SHT f
/ / ENCROACHIdENT AREA ~ ~` MH{~ 70b ~ I t~~ (PER ToSP)
3,974 SF 0.09 Ac. ~ , ~ STA.2+34.17 ` `` t l ~ ~ ~ ;` .
~ ~ ` \ \ RIM ELEV. 348.21 Z-33
/~ ABERDEEN SANITARY SEWER ~' sN\ ~\ N: 510929.6589 ~ ~ 'ti \ ;'4
FLOWS INTO ABERDEEN METER I E: 1869853.0792 ~ `. \
\ ~ ~ ~ ~~ ~ ,~'SEI
/ STATION. FLOW THEN GOES INTO ~ \20' ACCESS
MOORE COUNTY INTERCEPTOR. I I \ `~\ \ EASEMENT ~. ,
\ \~
/ /\\ PLl~IN BOUNDARY 1 ~ /
~' ~I/ ~ \ ~ PROPERTY ~ \
~ \ ~ \ BOUNDARY ', \ 6-;
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~ ~ ~ l
,- •~
SEWER LINE S-12 STA. 0+ 0 TO STA. 12+50
TOTAL WETLAND ENCROACHMENT AREA: 0.09 Ac
365 1 _
a
m
N
u
r
N
O~
v
0
ao
0
0
i
3
0
U
2
0
i'
0
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N
360
355
350
a COMPANY

345 ao
~ '
M
L
2 ~
~ ~. J
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•
~
340 x ~
.-.. I~,', /
_ _
......... .... LT............... ./.......L
MHO 70b %
234.'.7 LF c
335 \~ s OPE ~Oi POR i
~~~_

~ CORE AND DR14L
EX. MANHOLE FOR
=
_ CONNECTION. SSE +
330 NOTE 9 THIS SHEET •
iuvcwT-aaa mow!
325 I INV OUT 334.03 TO
'EX. ABERDEEN
00 1+00 2+00
i
or ccNC /
/ _ _ ~~
®0.90x
~ EXISTING
~ i --~ GRADE
~.
- J ------ ----- -- -=-. ~ ~
i
i
3+00 4+00
5+00
~~,5 ~ C~u ~c~ ~ Cl~.t/C
6+00 7+00 8+

~'. r N
N
SIT
?2 r '
¢o =
a
VICINITY MAP
s
\S
~ o
9Z
P
~~ ~ ~~~ CIP WATER MAI ..,"-, ~jfli ~,.F'r Yi' ~.•..". 25n 51 +. Geri •-
I6as/Im
~ ~ `~ ~ I r. LmtE zoNeo r R-w iiip~ e ~ ~i-° "~, wi 7 », F. FRITZ VoP Ftre De 't to/p2/m JLr ~ ~'o'' ad't
~ \ ~ J. CyRO I '0r1261 R M KINLEY J, ANCKAY L07 5 / ' ~ S~ ~ m Z ~?
1 J ~ zvoe/no ~ I EXISTING ~7ea/a ia17/~u ~ WmRAr wu Ro (w' R/w~ :~$~ 01
~ ~ j01 I o L07 ] l0i a ~ MAP BK 2 PG I6 '•S ~'~~' UI~ (vZU: Ve
I GAS LINE °•Yy• :~;
~ -. ._.. .. _ -1- ' s~'y ~a .
C^ a ~ „„„mxo
~. ~'
1 ~ 7 9L~~h- •~ 10' CAS LINE
T n1 ~ EASEMENT ~ ,
I Ir
I I ~ \ i \/ ~OP 1"' 1V 20' WIDE EMERGENCY
I / PIAINYR LOOD ~ wRNLr 1 < -~ '~~ ~~~V L M~~~ VEHICLE ACCESS ROAD',, '
79z/lay v,~ V I 1 ~ l~ s'L WITH SIREN ACTIVATED ~ ~ O ~ ~ m
I l ~, , ~ U ~ 1"` GATE. ROAD SHALL 8E ~ d ~
F ~ -fc ~ ~
I 500 YR FLOOD d '. G ~,~ J. T I ~ ~+ a '~ g
. RIVERS ~~ O '. 8 H CK ABC MIN.
I PLAIN ~ ~ ~' r. ~~. ~ "';p c °p o
t 1006/7&7 ~, ," / ~ _, ~ ~ O N ,.
I s, ARNOLO alp n ~ , ~ --- ~ O .c ..
\ ~ 200aE-119 ~i / - ~ y
O i '~
1
\ zoNeo B-IS EXISTING ELECTRIC b ~' `
~ \ ~. Ew$rAIN ~\ TRANSMISSION LINES
s
4 NBNP I Y
J II ~ laai/a0a 1 '~
I ~ ~ v - ~) ~-~ ~-`°~ ~S~j
,, ,
I a - ~ - ,-„ ._._ ....., ~ D ~ ..
I TRAIL HEAD ~s" \ I ~ .. ~
I AND, PARKING AREA ~ z r
B. BEANN ' / ~ ~~~~
I I I ~~ zzu/Iss ,.,, ~ 1 ~ o F (~~
\ N ,I
II Il' ~'izs%ie,~' y / ~„ -» I oN~ ~('I4~-;~~k~ w~~cLn~N~tvi
/ 1 ~-r ` ~x L 1~ p~
J ' M. WALK a \: ..~~ '• G 2 V (,l~u J Ill, v,
775/220 ~7` „] Z,
1 ~ 1 NA P ED 5' WIDE ASPHALT AuZ ~~j1,~RD
I ~ ~~eh o~~o, PE STR]AN WALKING TRAIL ~ V~ I ~
I ~~ - 29ap%fi1EB 01.0 `-$ WITHIN,.~20W ? !I o
I 0 , ielojmwle poy sti~~ \ I ~OPM~r~C~ 1`~ I _. I i 20' WIDE ROAD
I ~/ _ ~^ pr Ow~ i~ 1V1MGJ -~"' WITH 2' VALLEY GUTTER
~ ~ ~ ~ 2a2a/ul ~ ~ "~~f~ ~~K~ ~ ` (100' R/W)
O p 1 t
~ 2i2s%a~a° C~sl, ^1 `\~~ 1 1~1`~~/ ' } ~ . ~ PROPOSED
I\ ~ 4aY'.~ ,1„`90 (2~ V 1 ' ,. ( 4~;/ . ' 6T BRIDGE
xrs>yza
1 Q e,~~7j ~ »„ . PROPOSED 8" GRAVITY ( _ PROPOSED ASPHALT
I ,1 J CIS%z~ic~ . SEWER MA=N PEDESTRIAN TRAIL SYSTEM
1 zoneB E}(~STING MOORE - - ~~ WITHIN R/W •'
I I J. LooMls R-'s COUNtt SEWER »,. ~j~'
>---~ _-.~ :INTF„~CEPTOR ,.. w ~-. - ~ ~ ~
~ • WEiLAND6 ~ 7
I~ ~ - ~i~.. „ / --
R~FAABTRUCTUf~ NIBPECTION NOTICE TO CONIR4ACTOR
M5 6 BI mIH B- BBI IIE NUQ p' 7106161 6 N01' MWnm A rBYJA Or RAw-fl011(N) 1x7116 6 NIBrt b01
Bry06p10 AB ENpmGw10 B9fFtltll r61LTWl BE0.166 WY W WIX BY GVUrO 0[ fN2BfA10 [®IAIrmA AI
795-1904 Bp6140JAN0 W (NORIInm 167EfBp111¢u0E &. NE Iml I1WB0IR
I, suacwrat Bs7umr/Bmu7 Bpum(sRms salw.¢ rte. Ncl p2apr rtsrs 7Ba Ar wBam anrtpxc4
au¢alc r7Y Wr fE AtO1aB
z nAplflP Bp BSFABBN a W¢ caB¢ WB1eB5 AmunBC war+WUl4 plwrc mBS Prcll A B~f Aww,m
¢orta4rAL c ~ wr a r4gAay1¢~Im B nE 9r9a.
1 Nlffl4rf NO 011NmRYr OP PMWrr WrtWS N0BOtl10 (>MEIC Bm A9Wlt 9epACE lOfB4S NplmfS
9~'aArslaVE tavBq.7A9x xm amwc am9An76 WIEBYA us~rnp6
t. 116fBIABW 6 WBA AW YBEB WBS Nm sRilt6 ppypK r >6Bm, P1f UMm 04pnNBp1 a MBB
wua WcrtB4 rtsrcw 4VOBj nuz frc Br~AVr m unr>IE wACms BIBm aBBwlps Bart: Be
m1aB~[n vwL xa awwp nm ImBB: fa>Nrr uoua pBrrBnp pgWec pwsol Ar 9!7-aBS IB spBCUc
OBRf 16PllNNS A9 ~ B/ W14
1 wsaumr a mwluW wo B1r2wrc a mpllgmnezs a~ Bm ant4 fn:1 ~ 7uex Bon a Wp.
a B6ruuml a s9aa ovmA9a snrtus~s rcA uml Wsrt axa/dBlq amn, 7ranrnx ac,l
ruin m somAf rxs 2farrp BSP:Lrml6 9VAL ff ABpmy rtB rsErnW a 1u Batt r711~fcIfB Av
a A srm-pB pmts urn ~ awomp 6 x awwa.
I - ~r 1. 100 YR FLOOD~~ /
r) I PROPOSED /~/ '`~ ~ P
I :-. \ v i n
1143' BRIDGE - ~/ ~ / ~ ~ /
11 PRQPERTY / - """ 500 YR FLO -" ~r /
EXISTING SAN~I ARY BO<INDARY - -~_, ~ -, P /
;- .~_ - -.
SEWER INTERCEPTOR I ~, `~, ~-• - ,,
(MOO E COUNTY) I ~ ` ~ --
~iDO YR FLDDD I y' - ~r~N - - -- -¢ --~ PROPOSED BUILDING SETBACKS
PLAIN , ~ ~
~~ ~ ``~----. TO N OF SOUTHERN I ES SOUTH LAKE HOME SITES
11 t) ( '`-^"~ ~ 1 I TOWN OF ABERDEEN
,-. ~ ~'- .FRONT SETBACK - 70'
I ) ' ^ , ~ _ \ (ZONED R-30)
PROPOSED GR EN WAY i ~ ;~~
,.,:
PEDESTRIAN TRAIL SYSTEM ~~ ~,;N " ( I ,~ ~~ \ .', .SIDE SETBACK - 5'
(ourslDE DF sTREET R/w) a} {~k
I` r~ 1', n1~ C ,I- ,., / ~^ \ .REAR SETBACK - 0'
1 ( ~' ~30t^Yi 1`~`~,rJ I '• ~ ~ LARGE ESTATE LOTS
~/ ~ ~
' r ,.„ „ o .FRONT SETBACK 40'
II .. .... z..,. ~ < - 0 0
, A
I ~) '" I ~ ~ ~ ~ - m .SIDE SETBACK - 20'
// i v ' / FM~~~. ' ~ o
' i
'° ;~~z .REAR SETBACK - 30'
//00 YR FLOODI ~d' / ,. I,~ ~, ~ ;Ir,`GLf~~ O-~Cj »; a~o 7
PLAIN ~~~ _'~ '•. ~ _. ~~// 1/ S~~~~ I 1 tiro
~ ~ ~ ~ ~~ ~ ~~~' F EMI ~ ~~~~j /: ~„ ~ o'
ll 1 ~ ~~~~~~ r I e o PROPOSED B"
I (` ~~ ~~ -- ~ ~' - s DIP AT R MAIN
_~ / I \ ~ ~ 20' WIDE ROAD
..,:
EXISTING SAKI RY (~ I ~ i WITH 2' VALLEY GUTTER
SEWER INTE TOR II .. - -.: ~... ~ ,"^ ," .. - (50' R/W) :
(MOORE OUNtt) I "»
.,. ,.» .-
I ~ _ „
..
f
t
' Y~/'N\\\t~ 'P`pINF~„i,G / P POSED 8,.
RO
_ DIP WATER MAIN LAR E E TATE LOTS
~.., . ~ ~:~~i~RLle4Rl~ DPOWASER MAIN ~SE-t\~
°~w~ ~ zoNeo - R zo _ I ~n' wmc anon
NOTE:
*ALL STREETS AND DRIVES
ARE PRIVATE AND WILL BE
MAINTAINED BY CCNC.
WATER LINE: 8,997 LF j
r=^
~ SEWER LINE: 8819 LF r~
t
` NEW ROADWAY: 8,357 LF ;
7
~ /,
SIDEWALK: 9,306 LF
STORM SEWER: 5,949 LF ``~
STORM STRUCTURES: 74 EA. `
"_"y
FIRE LANE-15' WIDE ASPHALLt,t43 LF ',
ROADWAY LENGTHS ,t
.EAST LAKE DRIVE - 4,974 LF t\
.BROOK HOLLOW DRIVE - 1,378 LF
.PINE TREE DRIVE - a80 LF
.LONG COVE DRIVE - 1,126 LF
~, .DEACONS LODGE LANE - 399 LF~°~
`
AREA INFORMATION ~
ORIGINAL DEEDED AREA
190.79 ACRES
DEVELOPMENT AREA "` MAkCa, zom ''
130
43 ACRES "`° JLP
. .x- ,JA
~~.[a[m JEn
GRAPHIC SCALE
rL J ~ ,,,,E As sr9owN
sxrcl m.
i
Q' U
~~a`
o~
~7n ~~~
~ m = o
W t
y o, ~ m
,O"y".
~O y 8
U

L6 89.44 S00'36'24"W CS 86.68 440.00 86.54 N05'02'13"W 11'1713" 43.48 J SflTBA~CKI ~ ,~ ~' 1
U 99.99 S23'1T46"E C6 112.10 300.00 111.45 S10'05'52"E 21'24'32' 56.71 0 1 i (,
LB 132.68 S83'3B'39"W C7 388.60 215.00 337.82 N31'51'S5"E 103' 3'28" 273.01 u ~~- "'~'~ ' \ \ -' I '
STORM UNE 3 ~ /
J `- ~ 'J PROPOSED ~ ~ ~ Z -15 ~ ~~ ~'
6T BRIDC
\ \ / f ~ \ `- ~, / i- 1 0 ~ ~ T E COORDINATE SYSTEM DEVELOPED F
HAWItTREf V \ ~ / ~ UKE DRI 1 0 MH~22 PROJECT ISRBAS 0 E 0 T LI
(~TURE)~E \ ~ PI STA. i8+D512 2' M 9t SWALE ROUTE BY 0 U
-~ CURB 4 CUTTER STORM WATER TO ~ S I e
_ _ PI STA. 13+3~b.77 N: 513683.79 Haj BEVEL SPREADER ~t R 0 I P E (GROUND TO Yj it
\ N: 513952.22 ~ E: 1871342.67 T+0 (~ 1 19 ` ~ ID IS: 0.999859745. ALL LINEAR DIMENSIONS - « a
24 ROAD WIDTH _
BOC~TO~BOC ) _ - 8+ ~ RA~P~RON, x ARE HORIZONTAL GROUND MEASURED DISTANCES. / 'y ,~ ~
E: 1829/ ~A.p 14 H 1~, Y , - - ~„ CLASS A, gin THICK VERTICAL DATUM USED IS NAVD 8. C1 ~
-_ -,.. ` ~ ~~ ~ 15"N X 11'L z 4'B ~ O
~ \ ~ 5+ "'I" _ _ H~i1W TO 3.0 LF IEYEL SPREADER. ~
\ ~ -
\ ~ d' ~ 1.,....- ~Se ~ ~t W/ CONCRETE UP ~ ~ ~
\ .A. .., :~ J \ PER DETNI, SHf. D-3.0. ,~! ,~H Z I , Z-16 / I r ~r ~ Q y
~ ~ Z
~ ,+'``~ ~ ~ ~~ t~v N+ ~ ~ RIP RAP APRON, ~ ~ i ~
~ \ e PI STA 17+93.95 \ \ CLASS 1, 35in THICK , / '~ ~ ~ '~ ~
a ~ ~ ~ ~~PS~. m~ ~ m. ~ N: 5'444.17 ~ \ 22'W X 1TL X 5'B ~ ~ ' ' r rlllry~ ; ~
c ~ x ~ ? el+ ~ ;, ~ E: 18 3 0.66 I ~ TO 10.0 LF LEVER ~ ~ I o I ;
r~ ~Z ~ ~ ~ ~p(~ ~~' r ~ ~ - V` ~ ~ SPREADER W/ CONCRETE ~ ' I ~ ~ V 5
Z' 12 ~'~ \ ~~ ~~ ~ DIPOGRAVf1Y " d w r~ ~ \ ' L1P PER DETNL, SFif. D-3.0. ` ~ r ~
e~~ ?tlF f/M ~ SEWER MNN i ~ ~ ~ tttfff SEWER EASEMEM \ \ \ ~ I '' I ( & /r ~~I . ` a
/ // f y~~/ N a. \ \ ~ STA 23+~~ I I ~ / Q ~ .3 ,
/ x ' a NOTE: SEE SHEET ST 1.0 PROPOSED B" \ \ ~I ~ r / ~ ~ ~ O
FOR STORM UNE-3; ~ \ ~ ~ ~ I ~ WETLANDS ~ = V
/ '~ - ~ / ~ SHEET ST 1.1 GRAVITY SEWER MNN ti
.07 / / ~ ~1+ "9~ FOR STORM LINE-2 UNE S-1 30' i ~, /~ ,~
SCHEDULE AND PROFlLES \ ~ \ ~~m SEWER EASEM r
/ /
~ Z
/ J/ % ~ ~ ~' ~ n~TASrT~ucnx~ r~cTK~N NoT>c~ ro coKrRACroR vuAC>F of PIre~Ix~sr \ ~, ` ~ % ~ r~ " 2 00
MH 1 d ~- ~ rs m ng w ew r+w¢ ff wnum s wl a wMW ff van-oc~ah wu5 ff w~¢ Aq CaVBTRUCrX7N PLAN APPROVAL \ ~ ` r G~
/ i / ttaaoc w aoE~s wvam waf[wr w>Eas wr ~ wa ar crsuc x amr~wc osxmar u ~ f. /' .
m-nm ims saAMC w waac +etEra v¢wr. an ra wr uwm ro MH~t 0y , '~ ~~
/ 9 ~aruds p nE~iuAx 6wvAN~ r. ~ m annEZ ~.~ g .
WETLANDS . r
~ / ~ ~ / e•~ 2 i, smua vWtcwMnwff sEUUS ffmxa ~J men rtes mW w wvaam aortnrx rA Dart ff ~ mNn anlul sruewos ~c uow s~mrt sru toraa uus ~ 1 r `
/ ~ / • ,1' ~( amcwG gal wr a murm ~a. a ~"s sMUw~i4 ~~wraw° ~ iwa ~ ~m ~ ~ . ~, I ~'
/ / % S1~RM L~NE-2 ~ n ~ ~ ~ a~aaso> ~ mwec ~ men ims swrl a xu¢ AiwN- 1 -. I o I I
p / Huff ff vwwsr w swu at m vauum arts ~ owa s.yRUWO n nma ,' ~ €
wmn wvww~ Rec sworn s[Aa, unm. Aa vameuWt Eanoas sru ar ,~ 1
/ A AKDM ~ mYP¢ip ff vgflOR wmws wwuc mWFi[ uo unAi weAx mesa xuua mcam vwo m nW emRxa ua/aa aww¢ ff ~ c~mw[ ff axwwn n 11 H 21 '
~' / ~~ savuMgraux a~nn, rrc xa wort avmwa wmW x;rtffn¢ n< su,¢ ~ ~ ~ ~ r /
~ ~. v~wurcx ff rsu uo vm Yrs uo mnns xvarc nauet rtswc we una aaAera ff Mrta ~ \ ei ~ JJ W
wwz exrta~ rosnw worm Pax ~ w~ ro wtr rsE Muxs umm mwnc wit nr PuN Avo wPrtoru ruMaER MH~9 ~ ~ ~"'^. ~ / ~ ~ '
~ ma~[me swi kw mMia ~[ Voow mxr unna uewnpr aeni a ar-ms n vimuc r ~ ~ _
/ ~ / "~ ~ man rsvumu a w wta ErscieEEnrrc A `' r ~
S 15rAUf(A ff Rp,Wml Ntl RY.eep ff mKACIfISUMll4 OM7 Aw O1fIIX. Ero) AAN PIDIC ApA ff M5. FlRE OEPA4n1ENi 0
s, i~auwe ff s~ ooNYm sm~na Ewa, cw+ asna rvsYEYce+~. wim, wa>E~ ~1 vuvwxc
rkeE m ne woxu i~smus sru a ~ rm vsxcrca; a ru EEac wt ~nm uo W '
ff ~ smr-~ omrr un uc anm s w ¢wwa 4WAE co. Puauc ununES Y
EAST LAKE DRIVE (PRIVATE) ~
STA. 12+50 TO 25+00 ~
,. -..-
.-- PVI STA .. ..14+57 61.....----_--- _-... _ ...-..._..- -....-- -- ------- ---- ---.. _..-- •- __._...-----..-- r--------- ------ - ------- -----._. ..-. Q
~~ PVI ELEV = 375 94 ~ W
I ~ M A.D. 7.13 NOT
U,
i-
C
ZW
U F-
U~
~~
W
I11 }.
Y ~ ~I
J
~ ~
Q W
WJ'
C~
Z
=362.72 Nm~, `; ,, x, --..-_....------- VERTICAL
w>< wARCF,
A SCALE ~„~ aL=
355 ~ 355 c ~, ~"' ~ S.A
s I,«n - s rt _
rso ~ o m rn ao m h so o ~ ru N ~ m eo m a o ~ "' n .u ~ n GRAPHIC SCALE ~`' ~ "`i I'
< O N ut m 7 .~ v N N V' ~ td r• O O O +') ~ r^ r0 , V ~C d ~~ N •t N ' Or ~7 Q r' N N .- .-
O ~~ GD .- ~ ', r` N N [: V N N 7 N ~ ~ Of ~~ O ._ M w Or r ~^ 7 M7 Qr .t ~ 7 (~ N N .- ~ ~ M ~T n• ,- r1 tV ~ h N w
r` v O ~0 O 0• m ~ll N ~ N U N ,p d K~ O m U1 n C~ i0 u- t` 7 n r t` u1 P rt O N N N YI M M N N ~ J pj rp U~ -A c n a sm ~'
m is m ~ m in m r•. r• r• r• n r. n r. r•. r. ~ n n rp ~ b ~.,, ro of ro rc m ~ ro r~ m n n r~. n r• n r•. r• r~ n r. n ~ m ,:; ~ m L J ~ i
I

W
N
FINISH GRADE
SUITABLE BACKFlLL GRADED
ANC7 COMPACTED 70 BE /
COMPLETED BY OTHERS J
BEFORE YBC ARRVES
ON SITE
H7 TIMBER
ABUTMENT
IO"0 PILING
® 8'-0" DEPTH
BELOW LOWEST BOARD
OF ABUTMENT
® 80TH SIDES
OF BRIDGE 12" TO 24" DOT CERTIFIED
RIP-RAP ANO FILTER FABflIC
HIGHLY RECOMMENDED FOR
ABUTMENT STABILIZATION AND
EROSION CONTROL
(BY OTHERS)
100-year FLOOD EL.: 347.4D
BRIDGE INDEX
)TH LENGTH NOTE
SWT. X04
0' 143'-0" ~ ~~.~ BHT. ({09
PAp[CI:
_Y_O R K CCNC Development
0 0 0 0 0
IDLE CONCEPTS '~` `°`~
0 0 0 o a o Pinehurst, NC
•
rp
N
M
t
4"x12" DECKING
34' TIMBER 6"x10" CURB ON K-BRACING 12^x12^ CAP F
SEE BRIDGE BECTON 8"xt2" STRINGER ON 12"o PILE 2"x8" 'WEAROECK m
VEHICULAR GUIDERAIL 6"xIO" CURB BLOCK FOR DETAILS
F]NISH GRADE
EL. 387.34
SUITABLE BACKFILL GRADED
Q AND COMPACTED i0 BE
COMPLETED BY 07HER5
BEFORE YBC ARRIVES
ON SITE
H7 TIMBER
ABUTMENT
10"0 PILING
4 8'-0" DEPTH
BELOW LOWEST BOARD
OF ABUTMENT
® BOTH SIDES
12" TO 24" DOT CERTIFlED OF BRIDGE
RIP-RAP AND FILTER FABRIC
HIGHLY RECOMMENDED FOR
ABUTMENT STABILIZATION AND
EROSION CONTROL
(BY OTHERS)
BRIDGE #1 ELEVATION VIEW
Scale: ~4"= 1'-0"
I X-BRACING REQUIRED C EACH BENT WHERE HEIGHT
EXCEEDS 4'-0" FR0~1 GROUND TO TOP OF PILING.
SEE BRIDGE ELEVATIONS FOR LOCATIONS.
BIC1Fflt IA%16EQ SUiE:
~ pVM BY:
SoGD Volfsoa
YBC DRAWINGS APPROVAL STA1~P
^ APPROVED
^ APPROVED AS NOTED
^ REViSE & RESUBMIT
------------- DATE ---~---~---
OffAfD ldiD11C
HS-20/44 (L/400) & 85 psf Ped (L/360) Timber Bridge #1
APP6gFp BI: dilE NiRO,FR
Pile Supported Bridge
~~C`~10~

BRIDGE INDEX
)TH EENGTN NOTE
~~~ ~ _ Sks. Ia
_Y_O_R_ _K_ _
IDLE CONCEPTS
ooooo~o

BRIDGE ~1 PLAN. PILE LAYOUT.
Scale: ~4"= 1'-O"
MAXIMUM TOLERANCE ON PILING LOCATION 4".
IF TOLERANCE EXCEEDS 4", YBC ENGINEER TO BE CONTACTED.
PROJECh ~ EN61FD! I1Cfl6FA SGYE
CCNC Development
eaaxcr iorAt~ s~ avrx er.
Pinehurst, NC soro vouson
OE9CIED L6bNC
HS-20/44 (L/400) & 85 psf Ped (L/360)
wvAVho ar ~
FDa~~N
YBC DRAWINGS APPROVAL STAMP
^ APPROVED
^ APPROVED AS NOTED
^ REVISE & RESliBMIT
DATE ___~___~___
Timber Bridge #1
Pile Supported Bridge
V~Z~~

S ~ tUH ~IURM IINt-4 !k 4-II ~ pp
SCHEDULE AND PROFILES may; i
~ `0~
,~,~~,~~,2 f
P T ~ !
L1U /6.51 S23'08'a6"E C9 ' 252.34 1270.00 243.25 503'3Ta0"W 53'32 52" 136.23
L11 238.77 N20'09'a0"E C70 164.69 4a6.73 163,76 N12'25'16"W 21'0722" 83.29
L15 103.62 S41'0228'W C11 152.59 400.00 151.67 N09'13'57"E 21'5127" 77.24
L16 37.33 S20'09'a0'W C16 116.61 320.00 115.97 N30'36'04"E 20'52'47" 58.96

17

3.01

01'41'46"E t 'a., d ~~ • "• ~~"°'• -' rrcuruae.u~ L-L0~
~~` A EAST LAKE DRIVE AND LOT BOUNDARY -
I N: 512296.92 ~ -~.
.~ '~~ E: 1870854.74 ~ TU
~ ,BEGIN R30' 20' SIDE ,r ~ S A LINA STATE
QUAKER RIDGE R0.

N Q
~ ' ,. ~ {N` ~ ~ , I W ~ I ~ I Z-, 7 ? ~ o E. 5N? 512234472.44 - -STORM )K ' ~ GR DSING GPS SOBBSDSUPCHURD 83 ES?ABOLI
1 0
°` U1~ ` ~ I RIP RAP APRON, END R30 . x E: 1870857.27 LINE-4-II ~ "' _ 9 9 A N D
1 N: 512311.90
+ I = / 1 l CLASS A, gin THICK ""E; 1870893.87 2 ~ ~ t - TA D (STANCES.
--~ PT STA.
a~ ,~ 14'W X 10'L X 4'B _. , PC STA. L D IS NAVD 88.
7 -. \ 100 YR FLOOD / l ' ' - ~ TO 3.0 LF OF --- '"- BEGIN R30' 36 ~5+48.74 PI STA. 0+0
P N BOUNDARY I / ~ LEVEL SPREADER N: 512337.94 en 35+86.0 N: 512048.5
a ~ WETIANOS ~ ~ W/ CONCRETE LIP E: 1870863.~y H~32 1 ~~ 36 "~ ,~y x~ ~ , E~ 1870797.4 ~~~~
# CCL___
20 500 YR FLOOD ~ ~ 1 PER DETAIL, SHT. D-3.0 A11X ` CONSTFIUCTION PLAN APPROVAL
„,
PLAIN BOUNDARY ~ PI STA. 32+80.7 T 4+00 34 <~ "'
1 ` ~ ~ \ 37 1 1 1 ~ w maNa,NX wnms wo w:aas sru a N rausNa X55 x srrwxss X
~ N: 512404.92 + ~
RIP RAP APRON, E: 1 70851.30 IAK smura a rI<,wa a Noun' woE uvar Nert Nuass Ns Xma.
SM 3 SM(~31 ~- ~ nX nor a A v>wuc~ arm nNONS 5c YaE s:NmN swi ~ uus
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BEFORE YOU
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STA. 25+00 TO 37+50 Dig,Sately.
1500.832-4949
NORTH CAROLINA ONE~ALL CENTER
I _ _ _ _ _ _ NOTE:
LOV ~CIN ELEV 354.88 ALL RADII DIMENSIONS
PVI STA = 26+10 LGW PWN' STA = 2fi+93.83 ORHERWISEONOTED.SS
P~/I FI FV - a5fi.75 PVI STA = 29+81.72
375 A.D - 5.?3 Pvl LLEV = 35a.a0 375 _ _ __ _ _ _ 415
K=.37.41. __ _ __ A. D.=611
K = 34.37 '
180' VC
370 210' vc _ 410
370
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n ~ u A.G. - 0.02 PVI ELEV = 391.00
7i w o M K= 226a.91 A D = -3.08
365 ~ ~ "' 365 __ 390 __ K = 3zsq 405
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SEE BRIDGE SECTION
FOR DETAILS
72'+12' CAP
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SWABIE BACXFiLL GPAOEO
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10°I PILING
0 B'-0' OEPiM
10'I PILING BFLOM LOWEST 80.WO
0 B'-0' [IEPTN
' OF ABUiYCNT
BELOW LOOWEStUTBOARD
I
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RIP-RW A.W FA7FR FABRIC
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pCHLr RECONUENDEO FOR EROSION CONiRq.
ABUi4EM STABIUZA1gN INO (BY pTNERS)
EROSION CONiROI
(BY piHERS)
BRIDGE ~2 ELEVATION VIEW
Scale: 3~s" = 1'-O"
BRIDGE INDEX
6RIWE WIDTH LENGTH NOTE
1 26'-D" 66'-0~ SHT. ~Da
Silk X09
PAQECF
YORK CCNC Development
° `~ ° ° ° I'FOLCI uxluglt
BRIDGE CONCEPTS
o ,~ o~ o 0 0 o Pinehurst, NC
The Professional Bridoe Comoanv
X-BRACING REQUIRED C EACH BENT WHERE HEIGHT
EXCEEDS 4'-O" FROM GROUND TO TOP OF PILING.
SEE BRIDGE ELEVATIONS FOR LOCATIONS.
QICI(FI! ~ t1.F16ER I SCNf:
~ oRHW n:
SGlia voirsoD
PRELIMINARY
NOT FOR CONSTRUCTIOK
YBC DRAWINGS APPROVAL STAMP
^ APPROVED I
^ APPROVED AS NOTED
^ REVISE & RESUBMIT
------------- DATE ---~---~---
OE516lED LdDNC
HS-20/44 (L/400) & 85 psf Ped (L/360) Timber Bridge #2
~: ~
Pile Supported Bridge

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BRIDGE~2 PLAN. PILE LAYOUT.
CCNC Development
MAXIMUM TOLERANCE ON PILING LOCATION 4".
[F TOLERANCE EXCEEDS 4", YBC ENGINEER TO BE CONTACTED.
BRIDGE INDEX
BRIDGE WIDTH LENGTH NOTE
r~ E4J'.m0:' { ~ SHT: ~D9
YORK
00000000
BRIDGE CONCEPTS
The Professional Bridge Comoanv
moACr Loruum ~
Pinehurst, NC Sofia Volison
EfSIpED LgDNC
HS-20/44 (L/400) & 85 psf Ped (L/360)
,prwato er: naE wr~su
YBC DRAWINGS APPROVAL STAMP
APPROVED
^ APPROVED AS NOTED
^ REVISE & RESUBMIT
------ DATE ---~---~---
Pile Supported Bridge
Timber Bridge #2