20042019 Ver 2_401 Application_20071109

`. F
A
`~,
ANDERSON CREEK CLUB
125 WHISPERING PINES DRIVE • SPRING LAKE, NC 28390
866-465-3568 910-814-2633 910-814-2892 (Fax)
www.andersoi2creekclub. coin
October 12, 2007
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28402
N. C. Division of Water Quality
Wetlands / 401 Unit
2312 Crabtree Blvd., Suite 250
Raleigh, NC 27604

Q'
~if)V ;~ 1007
;~~.~! F~ - W ,1~t'~Fi ~Ip,b17Y
wk°rl.t~pd nhlf~ ~fft?Kld!~.~~~
ATTN.: Mr. Thomas Farrell, Project Manager
Mr. Cyndi Karoly, 401 Unit Supervisor
Reference: Anderson Creek Club After the Fact Permits and Compliance Resolution
Dear Mr. Farrell and Ms. Karoly:
Please find the attached Pre-construction Notification (PCN) and supporting documentation to
apply for an After the Fact Nationwide Permit (NWP) No. 29 and 12 for the completion of
development of Anderson Creek North in Harnett County. This package also serves to address
the issues of Permit Noncompliance letters sent to Anderson Creek in September 2006.
PROJECT HISTORY
Anderson Creek North began as two entities; Anderson Creek Partners, LP (ACP). for the
residential part of the development and Love Enterprises and Associates, Inc. to construct a golf
course. Currently Anderson Creek Club manages both the residential and golf course
components of the property.
In 2000 ACP submitted a PCN to apply for a NWP 26 (Action ID 200000911) to develop a
residential community on approximately 1700 acres of former pine plantation at the intersection
of Nursery Road and Ray Road in southern Harnett County. Love Enterprises and Associates
also submitted a PCN for a NWP 26 (Action ID 200000910) to build a golf course within the
residential community. The NC Division of Water Quality (NCDWQ) required that the two
applications be combined as one for their review.
Action ID: 20000910 (Love Enterprises) authorized 2.38 acres of wetland impact and required
4.76 acres of "non-riparian" wetland mitigation through payment to the NC Wetlands Restoration

ANDERSON CREEK CLUB
Golf by Davis Love III
J. Bret Mangum
Vice President of Development
125 Whispering Pines Drive • Spring Lake, NC 28390
Phone [phone] • Fax: [phone]
Cell: [phone] • Toll Freea-866-GOLF LOT(465-3568)
jbmangum@ audersoncreekclub. com

Stantec
October 12, 2007
Page 2 of 3
Program. Action ID: 20000911 (ACP) authorized 0.55 acres of wetland impact and required 1.1
acres of "non-riparian" wetland mitigation through payment to the NC Wetlands Restoration
Program. Therefore a total of 5.86 acres of "non-riparian" wetland mitigation was required to
satisfy both Corps permits.
NC Division of Water Quality (NCDWQ) combined the applications for both Love Enterprises
and ACP and issued a single 401 Water Quality Certification (WQC) (DWQ Project # 000091).
The certification required 2.93 acres (2.38 + 0.55) of "riparian" wetland mitigation to be fulfilled
by payment to the NC Wetlands Restoration Program. Other requirements included deed
notifications and 40 acres of wetland preservation.
In April 2000, Anderson Creek and Love Enterprises sent two checks totaling $72,000 to the NC
Wetlands Restoration Program to satisfy the requirements for the compensatory wetland
mitigation. In 2000 the required fee for 3 acres (NCWRP rounds the acreage up to the nearest
0.25 acre) of "riparian" wetland was $72,000 ($24,000 per acre). The required fee for 6 acres of
"non-riparian" wetlands was also $72,000 ($12,000 per acre). In May 2000 Anderson Creek
received confirmation of their payment of $72,000 to the NC Wetlands Restoration Program.
That letter stated, "This receipt serves as notification that the compensatory mitigation
requirements for this project have been satisfied."
Anderson Creek paid to the NC Wetlands Restoration Program the dollar amount that was
required to mitigate for 3 acres of "riparian" wetlands and 6 acres of "non-riparian" wetlands.
Therefore Anderson Creek believed that it had satisfied the mitigation requirements of the
USACE Nationwide 26 Permits (5.86 acres of "non-riparian") and the restoration component of
the NCDWQ Water Quality Certification (2.93 acres of "riparian").
Anderson Creek began development of the residential phases which continue today. Of the
2.93 acres of wetland impact permitted in 2000, 0.12 acres of proposed wetland impact on the
golf course were not needed. Another 0.08 acres of proposed wetland impact for a road
crossing was also not needed. Two additional road crossings permitted in 2000 (Sites 2 and 3),
0.1 acres, were not completed before the permit expiration and are to be re-authorized under
the current permit application. Only 2.63 acres of wetland impact were carried out under the
2000 permits. It should also be noted that stream channel impacts were not an issue in the
2000 permits.
In September 2006 the USACE sent Anderson Creek a "Notice of Permit Noncompliance"
requesting the remaining wetland mitigation requested in the 2000 permits and also indicating
an additional area of impact. In a subsequent meeting with Tom Ferrell of the USACE and Ken
Averitte of the NCDWQ in October 2006, it was tentatively agreed that Anderson Creek would
apply for an "after-the-fact" permit to authorize the remaining road crossings and utility impacts
needed to complete Anderson Creek North. Along with the permit application Anderson Creek
would provide a mitigation plan to satisfy the 2000 permits and any new impacts, and clean up
and restore additional impacted areas identified by the USACE. Anderson Creek would also re-
verify the 1999 jurisdictional determination and provide a copy of the updated delineation map.

Stantec
October 12, 2007
Page 3 of 3
2007 Permit Application and Mitigation Plan
The current permit application requests re-authorization of two road crossings from the 2000
permits and authorization of three new crossings that are needed because of changes in the project
design and the addition of Phase 6 into Anderson Creek North. Permanent impacts for the current
application include 0.34 acres of wetlands and 125 linear feet of stream channel. Another 1.2 acres
of wetlands and 120 linear feet of stream channel will be temporarily impacted by the installation of
utility lines. These areas will be restored to the original grades and the wetland areas replanted.
With the 0.34 acres of wetland impacts proposed in the current application, the total permitted
wetland impacts for Anderson Creek North are 2.97 acres. Since, Anderson Creek has already
paid into the Wetlands Restoration Fund for 3 acres of wetland impacts, no further payment is
proposed. For the 125 linear feet of stream channels impacted by road crossings, Anderson Creek
proposes to preserve 8,000 linear feet of stream channels within Anderson Creek North. These
stream channels are located within the wetland preservation areas shown on the attached
preservation map.
In order to satisfy the 40 acre wetland preservation requirement of the 2000 WQC and to satisfy
the remaining 2.86 acres of non-riparian wetlands required by the USACE in 2000, Anderson
Creek proposes to preserve the remaining 60 acres of wetlands within its control in Anderson
Creek North. Along with the wetlands, another 44 acres of upland buffers around these wetland
areas and 15 acres of ponds will also be placed in preservation. Anderson Creek has met with
Mr. Richard Perritt of the Sandhills Area Land Trust in order to find a third party to hold the
conservation easement on the preservation areas. Jurisdictional wetlands within existing
building lots are protected by restrictive covenants that require a ten foot wide upland buffer
along the wetland boundary.
Anderson Creek has also addressed areas of additional impacts from poor sediment and
erosion control measures by the builders in Phases 2b and 3c. New silt fencing has been put
up and hand labor has been used to remove sediment from wetlands. The sediment has been
spread out on uplands and stabilized. A brief restoration plan is enclosed.
Sincerely,
~~
ret Mangum
ice President of Development
CC. Ken Averitte, NCDWQ
David Levinson, Anderson Creek Partners
Attachments

D~f-- ~~9 ~2-
Office Use
Only: Form Version March
05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: After-the-Fact NWP 29, 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: ^
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 he(r~e?: ^
II. Applicant Information ~ ~=/ ~ ~~ ~~
1. Owner/Applicant Information NOV 9 2007
Name: Anderson Creek Partners LP
David N. Levinson, President w~n_aNnaa~unCTfY.7iIlN~T[ooe unu
J. Bret Mangum, Development Manager
Mailing Address: 125 Whispering Pines Drive
Spring Lake, NC 28390
Telephone Number: 910-814-2633 Fax Number: 910-814-2892
E-mail Address: neesondavid(a)_aol.com , ibmangum(c~andersoncreekclub.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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 8

I11. 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: Anderson Creek North
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0505-86-8897.000
4. Location
County: Harnett Nearest Town: Spring Lake
Subdivision name (include phase/lot number): Anderson Creek North
Directions to site (include road numbers/names, landmarks, etc.):
SR 1121 (Ray Road) between SR 1117 (Nursery Road) and SR 1120 (Overhills Road)
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.2896 °N 78.9719 °W
6. Property size (acres): 930 acres
7. Name of nearest receiving body of water: South Prong Anderson Creek
8. River Basin: Cape Fear
(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 project area is a residential golf course community in
varvina staaes of development. Golf course. club house. and a number of Phases have
been completed under previous permits. The northernmost residential communities are
currently under development. Previous land use on the orogerty was forestry. Land use in
area is residential and forest
10. Describe the overall project in detail, including the type of equipment to be used: Project
involves the completion of the remaining residential phases, which involve several stream
crossings. Dozers, graders, track hoes, etc.
11. Explain the purpose of the proposed work: Completion of the remaining phases of
Anderson Creek North will reauire crossing wetland areas and streams.
Page 2 of 8

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).
The project history is contained in the attached cover letter. Previous permits include NWP 26
(Action ID 200000911 and 200000910), 401 WQC (DWQ # 000091). A wetland delineation for
the entire tract was completed in 1999. The delineation was re-verified as Anderson Creek
North and South in 2006. Copies of the permits and the delineation for Anderson Creek North
are attached.
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 further impacts or permits are anticipated for Anderson Creek North. Anderson Creek South
golf course community will be developed at a future date. It will involve development of the pine
plantation to the south. The two sites are separated by a stream channel. The future
development has not been planned.
VI. Proposed Impacts to Waters of the United States/VUaters 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: Impacts to wetlands and streams
are needed for road and utility line crossings. Culvert pipes placed in streams will be
positioned at or iust below the existing stream bottom grade to allow aquatic life movement.
Utility line impacts in wetlands will be restored to the original wetland grade and replanted.
Stream crossings for utilities will be restored to original stream bottom elevations.
Page 3 of 8

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 Located Distance Area of
Impact Type of Wetland within to Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, 100-year Stream (acres)
(indicate on herbaceous, bog, etc.) Floodplain (linear
map es/no) feet
1 fill for road crossing wet flat No 500 0.1
2 fill for road crossing small stream swamp No 0-50 0.03
3 fill for road crossing headwater forest No 400 0.07
4 fill for road crossing headwater forest No 400 0.1
5 fill for road crossing headwater forest No 300 0.04
Total Permanent Wetland Impacts 0.34 ac
Sheet 1 temporary, utility line Headwater and small No 1.2
stream swamp
Total Wetland Impact (acres) 1.54 ac
3. List the total acreage (estimated) of all existing wetlands on the property: 82.5 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.

Stream Impact
Perennial Average
Stream
Impact
Area of
Number Stream Name Type of Impact °r Width Length Impact
(indicate on Intermittent
Before (linear
(acres)
ma
p) ~ Impact feet
)
2 UT to Anderson pipe for road Int 2 ft 40 0.002
Creek crossing
5 UT to Anderson pipe for road Int 1-2 ft 55 0.002
Creek crossing

Total Permanent Stream Impacts 125 If 0.005
Sheet 1 UT to Anderson temporary for both 1-2 ft 120 0
005
Creek utility crossings .
Total Stream Impact (by length and acreage) 245 ft 0.01 ac
Page 4 of 8

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. No open water impacts.
Open Water Area
Impact
Name of Waterbody Type of Waterbody of

Site Number
(if applicable)
Type of Impact
(lake, pond, estuary, sound, Im act
p
(indicate on bay, ocean, etc.) (acres
map) )

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.01
Wetland Impact (acres): 1.54 (1.2 is temporary)
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 1.55
Total Stream Impact (linear feet): 245 (120 is temporary)
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 No ponds under this application.
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 2000 permits authorized 2.93 acres of wetland impacts for road crossings, golf
course, and pond construction. Of this 0.2 acres of wetland impacts proposed in 2000 will not
be done. The current application includes the re-authorization of two road crossings in the
Page 5 of 8

original permit (0.1 ac) and 0.24 ac of additional wetland impacts needed because of design
changes and the addition of a Phase 6 into Anderson Creek North. The total wetland impacts
for the 930 acre tract are now 2.97 acres out of 82 acres of wetlands. Impacts for stream
crossings have been kept to 125 linear feet and temporary impacts for utility lines have been
kept as minimal as possible within topographic constraints.
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 aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state. nc. us/ncwetlands/strmgide. html.
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.
With the 2000 permits the USACE required 5.86 ac of non-riparian wetland mitigation, and
NCDWQ required 2.93 acres of riparian wetland mitigation along with deed restrictions and
40 acres of wetland preservation. In 2000 Anderson Creek paid into the Wetland
Restoration Fund $72,000 for 3 acres of riparian wetlands. Since, Anderson Creek has
already paid into the Wetlands Restoration Fund for 3 acres of wetland impacts, no further
payment is proposed. For the 125 linear feet of stream channels impacted by road
crossings, Anderson Creek proposes to preserve 8,000 linear feet of stream channels within
Anderson Creek North. In order to satisfy the preservation requirement of NCDWQ in 2000
and to satisfy the remaining 2.86 acres of non-riparian wetlands required by the USACE in
2000, Anderson Creek proposes to preserve the remaining 60 acres of wetlands within its
control in Anderson Creek North. See attached mitigation plan.
Page 6 of 8

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/wrplindex.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. 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.
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 )? 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
(s uare feet Miti ation
1 3 (2 for
2 1.5
Total
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.
Page 7 of 8

XI.
XII.
XIII.
XIV.
XV.
3
Stormwater (required by DWQ)
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
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.
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.
Provided by Harnett County
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 ^
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 completion of Anderson Creek North should not have a significant cumulative effect on
water. quality.
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).

If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration /
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 2B .0242 or .0244, or .0260.
Applicant/Agbnt's Signature Date /
s signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

t
e.. .,~;~
,•
'r 3t
ANDERSON
~c~x cLUa
Covenants and Restrictions
~~
4''

I STATE OF NORTH CAROLINA
COTJNTY OF HARNETT
FOR REGISTRRTION REGISTER OF DEEDS
KHARNETT COUNTYGRNCE
ZD01 JUN 15 11:59:03 RM
BINSTRUMENT 1F 2001010406 '0D
DECLARATION OF
COVENANTS, CONDITIONS AND RESTRICTIONS
THIS DECLARATION, made on the. !5 ~' day of-June, 2001, by
Anderson Creek Partners; L.P., a Delaware Limited Partnership,
doing business in~~North Carolina as Anderson Creek 'Partners,.
Limited Partnership, hereinafter referred to as "Declarant".
W I T N E S S E T H
Declarant is the owner of all of certain real property in the
County of Harnett, State of North Carolina, which is more
particularly described in Exhibit A attached hereto and
incorporated herein by reference. .
Declarant is developing the above-described Property for
residential use as part of a development to be known as Anderson
Creek Club, which is subject to the Planned Unit Development
Section of the Harnett County Zoning Ordinance. In connection
therewith Declarant wishes to ensure the proper use, development
and improvement of such Property so as~to protect the Owners and
Occupants of Lots therein by restricting the use of all Lots for
purposes consistent with the overall development of:Anderson Creek
~ Club in an attractive and desirable harmonious and appropriately
located permanent improvements.

NOW, THEREFORE, Declarant hereby declares that all of the
Property described above shall be held, sold and conveyed subject
to the following easements, restrictions, covenants and conditions,
which are for the purpose of protecting the value and desirability
of, and which shall run with the real property and be binding on
all parties having any right, title or interest in the described
Property or any part thereof, their heirs, successors and assigns,
and shall insure to the benefit of each Owner thereof.
ARTICLE I
DEFINITIONS
Section 1. "Association" shall mean and refer to the ANDERSON
CREEK CLUB PROPERTY OWNERS ASSOCIATION, INC., its successors and
assigns. The Association shall be a not-for-profit corporation
formed under the laws of the State of North Carolina by or at the
direction of Declarant and having such by-laws as may be determined
by Declarant to be appropriate to carry out the purposes of the
Association consistent with the requirements of this Declaration.
Until such time as the Association is formed, the Declarant shall
carry out the functions of the Association as set forth in this
Declaration.
Section 2. "Building" shall mean and include, but shall not
be limited to, both the main portion of a residential structure
2

EXHIBIT A
All those lots in Phase _1 of Anderson Creek Club shown on plats
thereof recorded in the Office of the Register of Deeds for Harnett
County in Map book 2001, pages 611-623.
31

~N ~ ~.~~L
KIMBERLY S. HARGROVE
REGISTER OF DEEDS, HARNETT
COURTHOUSE
P.O. BOX 279
LILLINGTON, NG 27546
:F*#*#*******v1r*****#**#t*****************#*at*#**#**t*****t*******#**********t*******#*****k***:tt****~h***k************#*t`*
Filed For Registration: 06/15/2001 11:59:03 P:I'~I
Book; RE 1510 Page: 89-120
Document No.: 2001010406
. COlTENANTS 32 PG5 $68.00
Retarder: TRUDI C SMITH
****************4r*********t.******************##t*****##**±t***************#*******#****#*t****************#***#*********
State of North Carolina, Gau~nty of Harnett
The foregoing certifcate of ERIN E. WILLiAMS Notary
KIMBERLY S. HARGROVE ,REGISTER OF DEEDS By:
Dep
rtified to be correc . ~ i 15TH of ne 2001
~ ,~ ~ ~.=
gister of Deeds

*2001010406*

I,l~I,~IW,N~NkUM~AA~WBu
FOR REGISTRRTION REGISTER OF DEEDS
HARNETTY GOUNTYGRNCE
2@@5 RPR 12 @8:44:32 RM
BK;2@65 PG;581-584 FEE;$2@.@@
STATE OF NORTH CAROLINA
COUNTY OF HARNETT
AMENDMENT TO THE DECLARATION OF COVENANTS, CONDITIONS
AND RESTRICTIONS
OF
ANDERSON CREEK CLUB
THIS AMENDMENT-made this ~~` day of April, 2005, by
ANDERSON CREEK PARTNERS, L.P., (a Delaware Limited Partnership,
doing business in North Carolina as Anderson Creek Partners,
Limited Partnership);
W I T N E S S E T H
WHEREAS, the Declaration of Covenants, Conditions and
Restrictions of Anderson Creek Club has been duly recorded in
Deed book 1510, page 89, et seq. of the Harnett County Public
Registry concerning the properties therein described; and
WHEREAS, Section 4 of Article X of the
that the Declaration may be amended during
the Declarant is or under the Planned Unit
of the Harnett County Zoning Ordinance has
control of and managing .the Association by
by the Declarant;
Declaration provides
the period in which
Development Section
the right to be in
an instrument signed
NOW, THEREFORE, Declarant amends the Restrictions by adding
the following sentence at the end of Article V, Section 2:
"Such guidelines may include restrictions on signage,
and no signs of any kind may be placed on any lot
without the approval of the Architectural Committee.
In the event any owner violates the requirements of
these restrictions, including sign placement without

approval of the Architectural Committee, installation
of fencing without such approval, changing of
construction plans following approval by the
Architectural Committee, and any other similar
violation, such owner shall be subject to a fine or
penalty in an amount set out in the guidelines, and
such amount shall be a charge on the land and shall be
a continuing lien upon .the property against which each
such fine or penalty is assessed. Such obligation,
together with interest, costs and reasonable
attorney's fees, shall also be the personal obligation
of the person who is the owner of such property at the
time such fine or penalty is assessed.
The association may bring an action at law against the
owner personally obligated to pay the same or
foreclose the lien created herein against the property
in the same manner prescribed by the laws of the State
of North Carolina for the foreclosures of Deeds of
Trust. Interest, costs, and reasonable attorney's
fees for representation of the Association in such
action or foreclosure shall be added to the amount of
such fine or penalty."
~,,,,r;~r.~~~;~~~Th ~s ~~'• day of April, 2005.
~
~~~~~~~{~
~ r"
' `' \
~
•"`'
~ ANDERSON CREEK PARTNERS L . P a
~~,~'° ~ ~.~,;: {~~ ~-~ i ; r~ Delaware limited partnership doing
`"
•-
°
~~'
~ business in. North Carolina as
X~~
.,,~>~ ~;
•• `~'}.~ `''.~ ~w
•
`
~ ~`.'~~ Anderson Creek Partn
ers, Limited
~~, _`~~`~}_ ,~~,,,,:
, :~. ~ a~,~, t
.'~
• Partnership .(SEAL)
.
_
;~ `
,
•k !r, ,
`~~:,
~,,~`:~,~~~~3# By: Anderson Creek, Inc.
~
,
' •` ~ - ~ .z,'. ~~R;: a Delaware corporation,
-'`;' . - .-rN`•r~`~'' general partner
(Corporate Seal)

By. ~
Prin ' d Name: David N. Levinson
President
STATE OF NORTH CAROLINA, COUNTY OF ~~'
~" ~vh ~ 5 -F~ ~
I, ~fa,t.~(,?~,C/~' ~J• ~~~STO~c/ a Notary Public in and for
said County And State, do hereby certify that David N. Levinson
personally came before me this day and acknowledged that he is
the President of Anderson Creek, Inc., a Delaware corporation
and general partner of Anderson Creek Partners, L.P., a Delaware
limited partnership doing business in North Carolina as Anderson
Creek Partners, Limited Partnership, and being authorized to do
so, executed the foregoing on behalf of the corporation.
Witness my hand and official seal, this the 0 ~ day of
April, 200~~~~a~nr~~~
~~~~p N; pp ~~~i
SEAL ~ ~~.. uoTarrr ~.~
PU9LlC '4i~ tic-'JL ~~ ~ ~'~. ~(wCiS!/'l.{J ~`~/
~`~
i ~
` ''%,'~reb~~a\~;~` Notary Public
1 My commissiN~~!"`'expires : ~1--/~ -Q~'

~~NE"T C 0 ~H
~Rrt{ caRe~
KIMBERLY S. HARGROVE
REGISTER OF DEEDS, HARNETT
305 W CORNELIUS HARNETT BLVD
SUITE 200
LILLINGTON, NC 27546
PLEASE RETAIN YELLOW TRAILER PAIGE
It is part of recorded document, and must be submitted with original for re-recording
and/or cancellation.

Filed For Registration:
Book:
Document No.:
Recorder:
04/1212005 08:44:32 AM
RE 2065 Page: 581-584
2005006094
COVENANTS 4 PGS $20.00
ELMIRA MCLEAN
State of North Carolina, County of Harnett
The foregoing certificate of SANDRA N. POLSTON Notary is certified to be correct. This 12TH of April 2005
KIMBERLY S. HARGROVE ,REGISTER OF DEEDS
22.r, i~~
By•
DeputylA~s~sist~at.gister of Deeds

Designing a Home: Anderson Creek Club Standards
Homes in Anderson Creek Club must be designed in conformity with the standards,
requirements, and guidelines set forth in the Covenants and these Cruidelines. The emphasis is on
the aesthetics of the exterior architectural design and a compatible landscape design preserving
the natural character of the site. Superior construction using quality materials: stone, wood,
stucco (including synthetic stucco), and brick is expected. In addition to the standards set forth in
the Covenants, specific minimum standards are set forth below.
Before designing a home, Owners, Architects, and Builders should read the Covenants and
all the following standards.
Dwelling Size/Minimum Standards
All residences, shall conform to the following minimums:
Heated Square Footage:
The minimum heated square footage for residences in Anderson Creek Club is established by
individual lots. Be certain to obtain a copy of the lot minimum square footage before developing
a home for a particular lot. See Exhibit A.
Footprint: The footprint of each home shall be compatible with the site, the neighborhood,
any approved plans and any conceptual site plans. The ACC may limit the
maximum footprint.
Setbacks: Setbacks shall be not less than the minimum set back established from time to
time by Harnett County. As of May 25, 2001 minimum set backs are as follows:
Front yard. 35 ft. fronting on 50 ft. right of way. 30 ft. fronting on 60 ft. right of
way (Most rights of way Anderson Creek Club are 60 ft.)
Rear yard: 25 $. (Anderson Creek Club requires a minimum of 50 ft. for lots
backing up to the golf course) Side yards: 10 ft. on corner lots 25 ft. (when there
are no fenestrations on one side of a house. Harnett County and the ACC may
permit a 5 ft. side yard set back on each side of the lot.
Golf Course Buffer Strip: All home sites adjoining the golf course shall maintain a 50 foot
wide buffer strip separating the golf course from the residence. Vegetation within
the buffer strip shall appear natural or naturalized with trees and shrubs to clearly
delineate where the golf course ends and the yard begins. Variances of the buffer
strip requirements may be approved by the ACC under special circumstances and
with the approval of the golf course.
Wet Land Buffer: Home sites bordering on wet lands as shown on the Development Plan shall
be required to leave undisturbed a minimiun upland dimension often (10) feet for
the entire length of natural vegetation abutting the wet lands bordering on any
February 2002 6

portion of such Home sites. Such undisturbed areas shall be noted on the
landscape plan for each Home site as being undisturbed.
Exterior Elevations
Exterior elevations will be reviewed for architectural design and materials and for
aesthetic appearance in terms of the overall dwelling and its relationship to other homes.
2. Design should be site specific and should take advantage of the natural setting. For
example a sloping site may provide opportunity for a design stepped to follow the
topography. The lay of the ground should dictate what is built on it. The amount of
cutting into hillsides and filling slopes to make level.areas is to be minimized. Any home
with athree-story elevation will be closely scrutinized to make sure it fits the natural
topography. Careful placement of architectural components and windows can maximize
views of the golf course.
3. Plans are to address the total design approach of the home including front, rear and side
elevations.
4. Review of exterior design will be based upon the overall design themes and consideration
of mass and scale; materials, textures, colors and fuushes; continuity between primary
design elements and secondary surface treatments; placement of windows, doors, and
openings; vertical and horizontal lines; and roof pitches.
5. Depending on the architectural style, preferred exterior features and materials include
horizontal or vertical wood siding, stone, brick, stucco, high-pitch roofs, and brick or
stone or stucco chimneys.
6. The ACC may bar any proposed new construction or changes to existing homes on purely
aesthetic grounds, where, in its sole judgment, such action is required to maintain
Anderson Creek Club's standard of architectural excellence in exterior materials and
design.
February 2002 ~

stantec.com
ANDERSON CREEK NORTH
$tclllteC Restoration Plan for Sediment Impacts Identified by the USACE
February 2007
Background
In November 2006, two wetland areas were identified by the US Army Corps of Engineers as
needing restoration because of accumulated sediments from the adjacent lot clearing. One area
is in the headwater wetland behind the lots along the east side of Orchard Falls Drive in Phase
3C-1. The builder for this Phase cleared the lots without adequate sediment and erosion control
measures. Four to eight inches of sand had accumulated in several areas of the wetlands with
total impact less than 1/10 acre.
The wetlands impacted are typical sandhills headwater forest dominated by tulip poplar, red
maple, loblolly pine, fetterbush, giant cane, and sweetbay. Hydric soils consisting of a mucky
modified sandy loam are present.
The second area of impacted wetlands identified is along Valley Pines Circle in Phase 2B. Here a
sediment trap had overflowed into the adjacent wetlands and the sewerline easement. This area
of wetlands has been somewhat disturbed by the construction of the sewer line. Vegetation
consists of predominantly of broomsedge and soft rush.
Restoration
Orchard Falls Drive
Immediately after notification Anderson Creek installed silt fencing along the back of the lots near
the wetland line. Because of the density of wetland vegetation, sand was removed by hand using
shovels and buckets. The sand was removed down to approximately the original wetland
elevation taking care to minimize further impact. The sand was dumped on the upland portion of
the lots, spread out, and seeded.
Valley Pines Circle
The sediment basin was removed and silt fences were installed at the back of the lots near the
wetland line. Sediment removed from the wetlands has been spread out on the upland portions of
the lots and seeded for stabilization.

~e two va l o ~ S~; ~ Pv~ ~ i ~
Starrtec
lt/e f lu. ~v~s
asp vG -1
!
~

' !
~

~ ~

- ; -r--
i ~

-r---j - ,

~~~~ _:_ -:
' __ ' ~ ' - ~e~c ---- -l-----
-- -
-

I ;
i ~ i I
i i i ,S~i,+~IQw
~ ~0
_
-r- ~. - --- --- _ -- -- _,_ i +_ _
,
i
i ~
I - !
- i - ~ ! ;'
- j
- I
-- i - ~
~
~ ~ s
---i
---- 1--~ --- -
~ I-- ~--~-
j
gl c~'4{ ~
S~
rwie
~,~
j ~
I ' I
I

~
--~--
--
C--
~~--

--
i !
~ I i ~ ' d v' g a r ft.~ 6 ue f I

- i I i
-
_ i I I

I ~
~
~
~
i
i
~
!
I
i l/ i ! T

I ~
i
~!
; i
I
- i
I i ! ( I i ' ~ I
~
! ~
~
I

!
~
I ~
I ! ~ I

i--~ j
~
--1---

- I

--~-- I
I

i

~

~~ I i
i ~

~
'
- ~ ~

--
i
i
~

-I
~ i.
,
i
e
'S

i
l
l
,

~ i
~ ~ !/
r ' !
i~
- I
i--
-1---
'
- ~
~ ~
! ~
- ~ !
_
!

- I

~ -

- f

t, --

--}- -t

--

-

~
- !
1----
~

--- i
-I---- -
-----

}-
----
~

--~
---~
-
----'
, --~

- ,

--~-~-i

~ ~

--- ;-~--I
~ I

---, i

--

---
!
--- -_ ~ _ __ ~----,-.

-i _

-1- ~

- ~ i i
-1 i

--r i

I
---
-~
-

I
~- --1
--~- ;---
---- ~.
-- --
--

L-
- ---
~ ~
, i l I j j ~ 1
=
~ ~
~ i ~ ~ i
s C ~~'~
~~w~
,q o~ au~'
~ se~~
Designed by: ~ Checked by:

MITIGATION PLAN
ANDERSON CREEK NORTH
August 2007
Background
The 2000 permits from the USACE required 5.86 ac of non-riparian wetland mitigation, and
the NCDWQ required 2.93 acres of riparian wetland mitigation along with deed restrictions
and 40 acres of wetland preservation. In 2000 Anderson Creek paid into the Wetland
Restoration Fund $72,000 for 3 acres of riparian wetlands. Restrictive covenants were also
placed on lots with wetlands, requiring a ten foot undisturbed buffer along the wetland
boundary.
Of the 2.93 acres of wetland impact permitted in 2000, 0.12 acres of proposed wetland
impact on the golf course were not needed. Another 0.08 acres of proposed wetland impact
for a road crossing was also not needed. Two additional road crossings permitted in 2000
(Sites 2 and 3), 0.1 acres, were not completed before the permit expiration and will be re-
authorized under the current permit application. Therefore, only 2.63 acres of wetland
impact were carried out under the 2000 permits. It should also be noted that stream
channel impacts were not an issue in the 2000 permits.
In the "Notice of Permit Noncompliance" sent to Anderson Creek in September 2006, the
USACE requested that the remaining 2.86 acres of non-riparian wetland mitigation that was
required in the 2000 permits be accounted for.
2007 Permit Application and Mitigation Proposal
The current permit application requests re-authorization of two road crossings from the 2000
permits and authorization of three new crossings that are needed because of changes in the
project design and the addition of Phase 6 into Anderson Creek North. Permanent impacts
for the current application include 0.34 acres of wetlands and 125 linear feet of stream
channel. Another 1.2 acres of wetlands and 120 linear feet of stream channel will be
temporarily impacted by the installation of utility lines. These areas will be restored to the
original grades and the wetland areas replanted.
With the 0.34 acres of wetland impacts proposed in the current application, the total
permitted wetland impacts for Anderson Creek North are 2.97 acres. Since, Anderson
Creek has already paid into the Wetlands Restoration Fund for 3 acres of wetland impacts,
no further payment is proposed. For the 125 linear feet of stream channels impacted by
road crossings, Anderson Creek proposes to preserve approximately 8,000 linear feet of
stream channels within Anderson Creek North. These stream channels are located within
the wetland preservation areas shown on the attached preservation map.
In order to satisfy the 40 acre wetland preservation requirement of the 2000 WQC and to
satisfy the remaining 2.86 acres of non-riparian wetlands required by the USACE in 2000,
Anderson Creek proposes. to preserve the remaining 60 acres of wetlands within its control

in Anderson Creek North. Along with the wetlands, another 44 acres of upland buffers
around these wetland areas and 15 acres of ponds will also be placed in preservation.
Anderson Creek has met with Mr. Richard Perritt of the Sandhills Area Land Trust in order to
find a third party to hold the conservation easement on the preservation areas.

5,-te
~USACE AID# DWQ # Site # (indicate on attached map)
_~
;,,~„ STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: ~"1/-~et~~ (/!~' u°~ Z. Evaluator's name:
3. Date of evaluation: 121 ~l06 4. Time of evaluation:
5. Name of stream: u r ~O S®t, ~ y ` ~ ~p'1t ~i~~ECIlt~6. River basin:
7. Approximate drainage area: 8. Stream order:
GoG~ l l
awl
Gape G.earr
9. Length of reach evaluated: ~j ~Q 1~'F 10. County: ~4~'n~ ff ,y. x ~
11 Site coordinates (if known): Prefer in decimal degrees. 12. Subdivision name (if any): ~ l~~i~!^S4~'! Grtc (l /~~N
Latitude (ex. 34.872312): Longitude (ex. - 77.556611):
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evnaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
On ~Qa•~~i,rr- ~I roo ~ l~ r .
14. Proposed channel work (if any): /`~ ~~~ rD /' J~'DQO'~(i /`4S~ si Gl~°f
15. Recent weather conditions:
16. Site conditions at time of visit: Gdd ` ~i^~/
17. Identify any special waterway classification known: _ Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES ~ If yes, estimate the water surface area:
19. Does channel appear on USGS quad map?~ NO 20. Does channel appear on USDA Soil Survey? ® NO
21. Estimated watershed land use: ~0 % Residenrial _% Commercial _% Industrial _%o Agricultural
~% Forested _% Cleared /Logged _% Other
22. Bankfull width: ~', f.,~ ~ 23. Bank height (from bed to top of bank):
24. Channel slope down center of stream: _% Flat (Oto 2%) t/ % Gentle (2 to 4%)
25. Channel sinuosity: -Straight occasional bends Frequent meander
_% Moderate (4 to 10%) _% Steep (>10%)
_% Very sinuous -Braided channel
instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain,
vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the
range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should
reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions enter 0 in
the scoring box and provide an explanation in the comments section. Where there are obvious changes in the character of a stream under review
(e.g., the stream flows from a pasture into a forest), the stream maybe divided into smaller reaches that display more continuity, and a separate form
used to evaluated each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of
the highest quality.
Total Score (from reverse):
1~alPs
c7 't7 Comments:
i1'1 R ~i
~al
QtH f~~ 6f~
Evaluator's Signature: i~i0/~~~~ Date: ~ Z~Z~~~~
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the
data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting
from the completion of this form is subject to USACE approval and does not imply a particular mitigation ration or requirement. Form
subject to change -version 06/03. To Comment, please ca11919-8776-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
# CHARACTERISTICS ECOR EGION POINT RANGE
SCORE
Coastal Piedmont Mountain
1 Presence of flow /persistent pools in stream 0- 5 0- 4 0- 5 L f
no flow or saturation=0; strop flow~nax oints
2 Evidence of past human alteration 0- 6 0- 5 0- 5 3
(extensive alteration=0; no alteration=max oints
3 Riparian zone 0- 6 0- 4 0- 5
no buffer=0; Conti ous, wide buffer=max oints)
4 Evidence of nutrient or chemical dischargers
0 - 5
0 - 4
0 - 4
extensive dischar es=0; no dischar es=max oints
a 5 Groundwater discharge 0- 3 0- 4 0- 4 2
d no dischar a=0; s rip s, see s, wetlands, etc.~nax oints
~ 6 Presence of adjacent floodplain
0 - 4
0 - 4
0 - 2 .~
~, no flood lain=0; extensive flood lainznax oints
a 7 Entrenchment /floodplain access
0 - 5
0 - 4
0 - 2 3
de 1 entrenched=0; fre uent floodin - x oints
8 Presence of adjacent wetlands
j 0- 6 0- 4 ~ 0- 2
no wetlands=0; lar a ad
acent wetlands=max oints
9 Channel sinuosity 0- 5 0- 4 0- 3 3
extensive channelization=0; natural meander-max oints
10 Sediment input 0- 5 0- 4 0- 4
extensive de osition=0; little or no sediment~nax oints
11 Size & diversity of channel bed substrate

fine, homo eneous=0; lar e, diverse sizes~nax oints NA* 0 - 4 0 - 5
12 Evidence of channel incision or widening 0 - 5 0 - 4 0 - 5
de ly incised=0; stable bed & banks=max oints
. 13 Presence of major bank failures

~
(severe erosion=0; no erosion, sable banks~nax oints 0 - 5 0 - 5 0 - 5 3
14 Root depth and density on banks 0 - 3 0 - 4 0 - 5 2
no visible roots=0; dense roots throu hout-max oints
15 Impact by agriculture, livestock, or timber production 0 - 5 0 - 4 0 - 5 3
substantial ' act=0; no evidence--max oints
16 Presence of riffle-pooUripple-pool completes 0- 3 0- 5 0- 6 2
no riffles/ri les or ools=0; well-develo ed~nax oints
E"'' 17 Habitat completity
0 - 6
0 - 6
0 - 6
little or no habitat--0; fre uent, varied habitats~nax oints
18 Canopy coverage over streambed 0- 5 0- 5 0- 5 3
no shadin ve etation=0; continuous cano - x oints
19 Substrate embeddedness ~* 0 - 4 0 - 4
de 1 embedded=0; loose structure~nax oints
20 Presence of stream invertebrates (see page 4)

no evidence=0; common, numerous es=max oints 0 - 4 0 - 5 0 - 5
~ 21 Presence of amphibians
0-4
0-4
0-4
O no evidence=0; common, numerous es=max oints
p 22 Presence of fish
0 - 4
0 - 4
0 - 4 a
~ no evidence; common, numerous esznax oints
23 Evidence of wildlife use 0 - 6 0 - 5 0 - 5
no evidence=0; abundant evidence=max oints
Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) ,,S~
inese cnaractensncs are not assessed in coastal streams.

Ji f e ,,s
USACE A]D# DWQ # Site # (indicate on attached map)
;,,,; STREAM QUALITY ASSESSMENT WORKSHEET __
Provide the following information for the stream reach under assessment:
1. Applicant's name: ~ v-dBr~sorl. Crtl~f~ 2. Evaluator's name:
3. Date of evaluation: ~~ ~~ ~`06 /f nn n // 4. Time of evaluation:
5. Name of stream: u ~ >`d SOU'I~lil Pr0a9 ftriGte/'far~. River basin:
7. Approximate drainage area: 8. Stream order:.,
9. Length of reach evaluated: J ~~ ~~
11 Site coordinates (if known): Prefer in decimal degrees.
Latitude (ex. 34.872312):
co~~E ~~
~~

10. County: J~avhCf'~'
12. Subdivision name (if any): ~t~t{~j0`I ~jy~t~lt (gyp/f~'1
Longitude (ex. - 77.556611):
Method location determined (circle): ~ Topo Sheet Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
Off l2~~~ ~gi rw~
14. Proposed channel work (if any): ~~ ~'1 ~ {o /~ r'oq~ G !/'dSS~r~al
J
15. Recent weather conditions:
16. Site conditions at time of visit: _ G~ ~H ~/
17. Identify any special waterway classification known: _ Section 10 -Tidal Waters -Essential Fisheries Habitat
-Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES ~ If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does channel appeaz on USDA Soil Survey? YES NO
21. Estimated watershed land use: gQ % Residential _% Commercial _% Industrial _% Agricultural
~~ % Forested _% Cleared /Logged % Other ( 1
22. Bankful] width: ~ ~. f 23. Bank height (from bed to top of bank): ` f-~
24. Channel slope down center of stream:, _% Flat (Oto 2%) I/ % Gentle (2 to 4%) % Moderate (4 to 10%) _% Steep (>10%)
25. Channel sinuosity: -Straight /Occasional bends Frequent meander _% Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain,
vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each chazacteristic within the
range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should
reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions enter 0 in
the scoring box and provide an explanation in the comments section. Where there aze obvious changes in the character of a stream under review
(e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form
used to evaluated each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of
the highest quality.
Total Score (from revlerse): ~ 7 Comments:
---G~~HnGI uoH?rlf~'f~ ~~ S7~otr»W~'fiP~^ o~'r~ ~fot~'courf~
Evaluator's Signature: /", G~ ~We/~ Date: ~ ~ ~'f ~,~06
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the
data required by the Uuited States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting
from the completion of this form is subject to USACE approval and does not imply a particular mitigation ration or requirement. Form
subject to change -version 06/03. To Comment, please ca11919-8776-8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
# CHARACTERISTICS ~ • ECOR EGION POINT RANGE

Coastal
Piedmont
Mountain SCORE
1 Presence of flow /persistent pools in stream

no flow or saturation=0; strop flow=max oints) 0 - 5 0 - 4 0 - 5
2 Evidence of past human alteration

(extensive alteration=0; no alteration~nax oints) 0- 6 0- 5 0- 5
3 Riparian zone 0- 6 0- 4 0- 5
no buffer=0; Conti ous, wide buffer~ax oints
4 Evidence of nutrient or chemical dischargers 0 - 5 0 - 4 0 - 4
extensive dischaz es=0; no dischaz es=max oints
5 Groundwater discharge
a
d
no dischaz a=0; s rip s, see s, wetlands, etc.=max oints 0- 3 0- 4 0- 4 1
~ 6 Presence of adjacent floodplain
~, no flood lain=0; extensive flood lain=max oints 0 - 4 0 - 4 0 - 2
a 7~ Entrenchment /floodplain access 0- 5 0- 4 0- 2 ~

dee 1 entrenched=0; fre uent floodin - ax oints ,
8 Presence of adjacent wetlands
j 0- 6 0- 4 0- 2
no wetlands=0; laz a ad
acent wetlands=max oints
9 Channel sinuosity 0- 5 0- 4 0- 3
(extensive channelization=0; natural meander-max oints
10 Sediment input 0- 5 0- 4 0- 4
extensive d osition=0; little or no sediment=max oints)
11 Size & diversity of channel bed substrate

(fine, homo eneous=0; laz e, diverse sizes~na~ oints NA* 0 - 4 0 - 5
12 Evidence of channel incision or •widening 0 - 5 0 - 4 0 - 5
~„~ dee 1 incised=0; stable bed & banks=max oints
~ 13 Presence of major bank failures

severe erosion=0; no erosion, sable banks=max oints . 0 - 5 0 - 5 0 - 5
14 Root depth and density on banks

no visible roots=0; dense roots throu hout-max oints 0 - 3 0 - 4 0 - 5 ~{
15 Impact by agriculture, livestock, or timber production

substantial im act=0; no evidence~ax oints 0 - 5 0 - 4 0 - 5 Z
16 Presence of riffle-pooUripple-pool complexes

no riffles/ri les or ools=0; well-develo ed~nax oints 0 - 3 0 - 5 0 - 6
~ 17 Habitat complexity 0- 6 0- 6 0- 6
little or no habitat=0; fre uent, varied habitats=wax oints
18 Canopy coverage over streambed 0 - 5 0 - 5 0 - 5
no shadin ve etation~• continuous cano - oints
19 Substrate embeddedness * 0 - 4 0 - 4
de 1 embedded; loose structure~nax oints
20 Presence of stream invertebrates (see page 4)

no evidence=0; common, numerous es~nax oints 0 - 4 0 - 5 0 - 5 Q
~ 21 Presence of amphibians

O
no evidence=0; common, numerous es~ax oints 0-4 0-4 0-4 •~
p 22 Presence of fish
~q no evidence=0; common, numerous es=max oints 0 - 4 0 - 4 0 - 4 6
23 Evidence of wildlife use 0 - 6 . 0 - 5 0 - 5 3
no evidence=0; abundant evidence~nax oints
Total Points Possible ~ 100 100 100
TOTAL SCORE (also enter on first page) ~7
iue~e cnaractensncs are nor assesses to coastal streams.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID.: .200000910
.~ .
County: Harnett
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Love Enterprises and Associates, Inc. Agent: Christian Preziosi °~^'.....a...t,~,,.,,°°-
Anderson Creek Gotf Club Land Management G~ ~ ~~° ~`
Address: Post Office $ox 20344 ~ ~""
Post Office Box 252? ~ . `;
Saint Simons Island, GA 31522 Wilmington, NC 284p3 4''
:.;: ~/11'Tt L 0 Z~~Q
Telephone Number: [phone] [phone]
WfTL~NDS .''~.:.;
Size and Location of project (waterway,. road name/number, town, etc.): A 1721-acre tr~cC loca pT R ~ ' ~~ - `, `'
tP•~_..._,......... _
Nursery Road/NC State Road 1117 approximately 3 miles south of NC Highway 27, Anderson Creek azea, in an
unnamed tributary to South Prong Anderson Creek north of Spring Lake, Harnett County, North Carolina.
Description of Activity: Discharge of fill material into2._38 acre of wetlands~~r construction of
a golf course: Special Condition: _:4.76 acres of non-riparian palustrine/scrub-shrub/saturated
seep, restoration/enhancement, and/or creation compensatory mitigation located in the Cape Fear
River Basin, Cataloging Unit 03030004/LTpper Cape Fear, to be provided by the North Carolina
Wetlands Restoration Program.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344) ~~,~
Section 10 (River and Harbor Act of 1899) ,/~
Authorization: 26 Nationwide Permit Number )
Regional General Permit Number ~J .
Your work is authorized by this Regional General (RGP) or Nationwide (NWP) Permit provided it is accomplished
in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404
(if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Division of Environmental Management, telephone [phone]. For any activity
within the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal
Management, telephone [phone].
Please read and cazefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions
of the RGP or NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State
and local agencies before beginning work.
If there aze any questions regazding this authorization or any of the conditions of the RGP or NWP, please contact
the Corps Regulatory Official specified below. ~
Date 24 March 2000 / 1/1/~1L .1 /t~ _ '
Corps Regulatory Official v Allen Davis ~ Telephone No. [phone]
Expiration Date of Veritication_ 11 February 2002
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
. '.
Action Id. 200000911 County Harnett Quad ANDERSON CREEK
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: Anderson Creek, Incorporated Agent: Christian Preziosi
Address: 3829 Nursery Road Land Management Group, Incorporated
Spring Lake, NC 28390 Post Office Box 2522
Wilmington, NC 28402
Telephone No.: [phone] [phone]
Zone: 17 UTM or LAT/LONG: North: 3905697 East: 684512
.Size and Location of project (water body, road name/number, town, etc.): A 1741-acre tract located east of Nursery
Road/NC State Road 1117 approximately 3 miles south of NC Highway 27, Anderson Creek area, in an unnamed
tributary to South Prong Anderson Creek north of Spring Lake, Harnett County, North Carolina.
Description of Activity: Discharge of fill material into 0.55 acre ol~tlands for construction of 8 road crossings,
Special Condition: 1.1 acre of non=~parian paIustrine/scrub-shrub/saturated seep, restoration enhancement, and/or
creation compensatory mitigation located in the Cape Fear River Basin, Cataloging Unit 03030004/CTpper Cape
Fear, to be provided by the North Carolina Wetlands Restoration Program.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344)
(check all that apply) Section 10 (River and Harbors Act of 1899)
Authorization: Nationwide Permit No. 26
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404 (if
Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Division of Environmental Management, telephone [phone]. For any activity within
the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal Management,
telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions of
the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain any
other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local
agencies before beginning work.
If there aze any questions regardirig this authorization or any of the conditions of the General Permit or Nationwide
Permit, please contact the Corps Regulatory Offi 'al specified below.
r:
Date: March 24.2000
Corps Regulatory Official: Allen S. Davis Telephone No.: [phone]
Expiration Date of Verification: February 11, 2002
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
} ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CESAW Form 591
Revised July 1995PNGNW

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr.,' Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
.~-..
1 •
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 13, 2000
Harnett County
DWQ Project #000091
Anderson Creek Golf Club
APPROVAL of 401 Water Qaality Certification and ADDITIONAL CONDITIONS, WRP
Love Enterprises & Associates
Post Office Box 20344
Simans Island, GA 31522
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill ,
material in 2.93 acres of wetlands and for the purpose of constructing the Anderson Creek residential development
and golf course at SR1117 near NC27 in Harnett County, as you described in your revised application dated
February 11, 2000, Febnrary 22, 2000 and Apri16, 2000. After reviewing your application, we have decided that
this fill is covered by General Water Quality Certification Numbers 3102 and 3108. These certifications allow you
to i<se ~lationwide Fenatit Numbers 14 and 26 when the Corps of Engineers issues them. In addition, you should get
any other federal, state or locai permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified ut the
General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this Certification
and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H
.0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1.. XDeed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters to notify the stale in
order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place avithin 30 days of the
date of this letter or the issuartce of the 404 Permit (whichever is later).
2. In addition the;`payatant to tht N.C. Wetlands Restoration Program, a conservation easement shall be
placed on- at least 40 acres of-wetlands .on-site ~as described in your consultant s Apni 6, 200U letter.
Written approval for this conservation easement is required from DWQ., This easement must be sent
to DWQ.by May:26; 2000.
3. An additional condition is that a final, written stotmwater management plan~hall be approved by this
Office for the community center and clubhouse areas before the impacts specified in this Certification
occur. The stormwater management plan must include plans and specifications for stotmwater
management facilities designed to remove 85~o TSS according to the most recent version of the NC
DENR Stotmwater Best Management Practices Manual. Also, before any permanent building is
occupied at the subject site, the stormwater management facilities, as approved by this Office, must
be constructed and operational, and the stotmwater plan, as approved by this Office, shall be
implemented. .
Stormwater-from the golf course shall be directed to flow through vegetated buffers;or;~bto ponds. No
direct discharge of stormwater from the golf course to streams is allowed.
Division of Water Quality •Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper

2
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0402, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h). According to 15A NCAC 2H
.0506(h}, feet of restoration will be required. Until the Wetland Restoration Program receives and clears your check
(made payable to: DENR -Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell
should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration
Program. You have one month from the date of this Certification to make this payment. For accounting purposes,
this CertiScation authorizes the fill of 2.93 a'cresrof;riparian wetlands and, in 030614 river and subbasin and
- ____. --
2.93 acres of riparian restoration are> fequired. Please be aware that the Wetland Restoration Program
('WRP) rules require rounding of acreage amounts to one-quarter acre increments (15A 2R .0503(b)).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing. ..
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Domey at 919-733-9646.
Attachment
cc: Corps of Engineers Wilmington Field Office
Fayetteville DWQ Regional Office
Ron Ferrell; Wetland Restoration Program
Scott Finer, Land Management Group
File copy
Central Files
S' erel
T. teve -

3
NORTH CAROLINA-DTVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMTITED II~IPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Anderson Creek Golf Club has permission as outline below for
the purpose(s) of proposed Anderson Creek residential community & golf course. All activities associated with
these authorized impacts must be conducted with the conditions listed in the attached cetification transmitttal letter.
THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT V~EII,AND RESTORATION PROGRAM
LOCATION
COUNTY:
BASIN/SUBBASIN
Anderson Creek Golf Community
Harnett
030614
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate
for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters
as outlined below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed [o be mitigated through the wetland Restoration Programs must be rounded
to one-quarter acre increments according to 15 2r .0503(b)
acres of Class WL wetlands
2.93 acres of riparian wetland
acres of non-riparian wetlands
acres of Class SWL wetlands
linear feet of stream channel
(other)
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the Wetlands Restoration Fund per NCAC 2R .0503. ff you choose this option, please sign this
form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate -
amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE ]MPACTS ARE
NOT AUTHORIZID UNTII.. YOU RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DMSON OF WATER QUALITY
.1619 Mail Service Center
RALIIGH, N.C. 27669-1619
[phone]

~'
. "~~,~,
DIY131dN OF VN'ATER QUALITY
-
...
_.~
..fj
', ~.:~ .. .
''r~
~i
.
. .~N , Y 4
: iJJrMCp"H:~f'411hIT"JR;';;
_ :
~'S~v
~~{t~ ~~~
1Y;~
• ,-~,a;:
w~i,~.

...~.'9tEGRETARY '
~:.
w::,. .-,y„ . i
aye-~;.;~
---- ~~~
.r~ - . 1,~-~ ...
_ R' ~ Vi1
. _ .44~~- .'..
Anderson Creek Golf Club
Love Enterprises ~ Associates
Post Office Box 20344
Simans Island, Georgia 31522
NORT~-I CAl31:5LINA D~PARTME=NT OF
EC~TVIRONM~NT qND NATURAL R~$QURCI=S
a~cE~pr
May ~, 2000
The Wetlands Restoration Program has received two checks totaling
$72,000.00 check numbers 4299584021 and 021280 as payment for the
compensatory mitigation requirements of the 441 Water Quality Certification .
issued for C7WQ project #000091. This receipt selves as not cation that the
compensatory mitigation requirements for this project have been satisfied.
Please note that you must also comply with alI other conditions of this
certification and any other state, federal or local government permits or
authorization associated with this activity.
if you have any questions concerning this matter, please contact Ron Ferrell
at [phone].
Sincerely,
Ronald E. Ferrell
Program Manager
REF/cvb
cc: John Dorsey
• File
M~~ , LI•,
pn S d ~--~'".~. '~""~
.'~
WBTLalNDB RESQTORATION PROQkAM
1819 MAIL SCRYIGH CENTeR, RALEIBH, NC 47699.1 619
wabsite: h2o.enr.stals.llc.ua PNONE 919,733.s208 FAX 9 f ~-733-5321
AN EQUAL OPPORTUNITY / ARdIRMATIVE ACTION f,M PLOTBq - E09(, RCCYGLEDJI Oyb PAST-CONSUMER PAPCR

~. , - ~:,-
Anderson Creek 7.5' USGS Quad
~ Y;~ ~ -~- ~ ,=° ::~;~ P ""°n ~ Anderson Creek North
~° ~ _
'~ ~ Harnett County, NC
~. r
~ \ "'• ~ , ~ ,~< January 2007
~ .~ -~ _. o~_ 9, ~ ..._~ ~~~.~
_ Z'. _ _ 1 r ~ i '
~. ~ -
~- ~ i ? ~ ~
1'
..
_ ._
\ d ,
' _
a
. ~' ~.
L
~~'.
_ J
-. ~ ~ _
"~
V r
~ ~
°^k
: rl
~~ V'
~.
~ • i
U
_ .~
.. r z, l ~ B~aek ' ' ~ ~ r _
~. ~,~, 1 ~ ' ~ z ~ ,_; ~
~ ~ ~ _
,.
.,
-
~`' r
~t ~ •.~r. c r ~ cia r -
r ~,^~ - - w~ .~, 'i ,ski'
e
r
'9
C/
S
O
1~ Jj ~~~ -~ - _
b~yZ. f J ( _, ~ r'~u.'O
i I. _ ~~ ~ -
> >. ~
~ X ~ ~ a,, - i rr..
" '.~ :O'v
_ :_
er - .
.. i"
h'
.i
Legend - rs`~ ~ ,~ ~~, its Roag _-- - - '
~` ,
~ ~ Project Boundary '-; ~ x~n , r _
~ -- ,n ~~59;. ~ i; ..:Pond ,1':. .. j'.
0 1000 2000 Feet ~;; ~~ ~ ~. ~`. a • , (4 ~ ~ ~ ~ ~ \,,,
~~ ~~ ~~~'~ . ' ~H ~_ ,tint ~' ~ ~ -~ ~ ~~.
~ ~ ~ ~ ~ ~ ~ i ~ ~ 1 . s
~ r 'r ~ --' I ~ 1

F

1
~ e ~
~ ~
~w
~ 4
., >. ~
+
~-i.
~~ ~ .iG;-~ ~

~ ~ ~ ~
^. A. s~~~ry` ~ ~~~
.i~k..~~.li. FM1~• .
r
'kg~~ " "` ty' . rt `" ~~
~~ ~ ~~
~ ~ ~, ~~'~
r
f
~r ~
`.a&.. F - ~~ v~_. °.

. s
~ ~ ~~
~

~~~9iL~
~``x.:`c~`
~~~ F
, .:ems ~~.., ~ ~
~~~ .~. r;;
,'-. -',~

~
~
;
.« a
.
~ ~
~
t ~~ ~~~
v~ n ~
~
~a ~'' ter. ~*' r . _
~ r
~ ~ ~t { ~~ 3N ..
~' ~ 4
'~~
q,
~k ~'
"
x ~
~
y .#'
,
,

~~ a
A
e
:~i.
~y. _..
4

~:
~:.

~x
n ~ '~ _
? s ~~
tz ,~
n
~t ~t5
Y ~«
e
~ ~
1.
~~ A ID ~;~~
d
'~w'C a'¢ h ?~a
~ s + '~
9
~( ~ 4-
$~ i
~ ~.~~ . ,
N
o ~
S ~
S
A~
~O
~ ~
\~
V

Ij k '~ ~ iy+~, r+

~
~
:. ..
jgyy K ~
~
t .
~,.{{ '
_

~ .
A y
aK. t
~.
~
-
„ ~ ire *~
_ ,~
~+°e-„. A
~'+~ °~a
~i~
~t^; ~.
~3Yy' Ya ~.
4C: +^;
•~~&~+ K i
~.. ; ,~~.
!",J ytitY~
?Q
~~w',e. ~ p:~
~,..:.,,3 , ~ i

+a
yr
~ a ;.,-~F e:,P ..
~ ^
.'..
n Fa4'
~~ ~~~ '` yew r ~ k
~ ~ ~ ~ ~~~~
r ~,' r~ ~
+'m r.
w> 7^~
ay
l y
' r~ ~ ~ ~
$ +~. 4 !
p_ a s+;
v[ ~f
r ~a.
a-r-'~i br 3 $i•'L~
~,.~y~ggla #
I
r
~ J
+~
xk~.'
~nr
z~
r o wrY
ryi !4 yky;
~}rw V9 e t
`'' ~~
,r.~ I w
,,.. ,,,. -n ~ . ti s .
~y »~ i * ~;
°et
Fem.

S; f~ 1
~ ~ -
N / ~ EXISTING
WETLAND
y 1 IMPACTED AREA /
0.1 a AC
~ 9 PROPOSED
zz' RonD
.o
a
D
~.~ . ,. ~- 8~ 1y Y
....... - ` .. n
...~
..~~.._. a._,.. L
~S ~=~
~ ~ ~ ~ ~~ ROgp OND~,S AND STf~E3!~~~ ~ ..~
~ ® Wobb~, Upchurch & ~~sociates, P.~l.
Consu/tin~Enginee-s WETLAND CROS5INQ
50UTHERN PINES, NORTH CAROLINA ANDERSON CREEK SUBDNISION
~1ARCH, zoo? PHASE 5D
300 S.W. Broad Street, Southern Pines, North Carolina 28387 ROAD ~
Phone; [phone] -Fax; [phone]

5; ~e ~
60' R/~ -
687 ~P
-. \
IMPACTED AREA ~.
0.03 AC
x15TINC (
y~ETLAND )
HORSEStpE \ ~ ~
~ INLET
PROTECTION s=
J 688
16}„ 6 61 . ~,oa
~ ~ -~ ~ ~~g'
RIPRAP ~If
OUTLE7 ~.'•~) ~• ~ 207
"z PROTECTION JJ
''~ :N 40LF PRQPOSED \ ~.~ ,~PROxIMAT~E D~~pST~~'~'~~~RANCN
s~o •\ 30" RCP \ ~ CENTERLINE OF
\ CREEK
~ ~
\ \
\\ \
` ~ ~
689 I I_I
HORIZONTAL GRAPHIC SCALE
( IN FELT )
1 h~oh 1000.
--__.
660 ~,
VERTICAL GRAPHIC SCALE
a o ra > +~ ~
( IN Fem )
t Inert = m n.
~ Hobbs, Upchurch & Associates, P.A
Consu/t-ny Enylneers
sourNE~1y ONES, -MVrtrN c,~ncrNA
,IA-ruArt"r, 207
300 S~~y, Brood Street Southern Pines, North CoroGno 28387
Phone; [phone] -Fox; [phone]
STREAM CROSSING AND
WAND cROSSINq
ANDERSON ~JBDNISION
HEATI"6i BROOK RD
13+00 14+00 15+00 16+00 17+00

t.~
~ EXISTING y ~~
8 2 6 8 2 5•; rrETUND
~q< ' ~ yygTiANOS r"vUJ TC1y~A:NATE1d 3RANCH
<Fr SrRF ~xpO ~ 8 2 3 r
q~ I-~PACrED AREA i 1 ~
a.a~ Ac j
~"p0 j FpRSESHO 0
IN~er
1 I PROTECTIDN 41
824 J
f~
~ 't ~ ,, PROPOSED
•«K' Z4' ROAD g 0 9
56LF PROPOSiD I "~~'~ 4*p0
~ ,
18' RCP •
! ~ ~ r
I I
8 0 2 srtpp s
PROTECTION ! 60' R/~M/ _ r
801 ,-~~ :`~ 803 808
800 ~ ;•
1 ,
HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE
o sa a w ao
~u earr 1 r ~W vc~r ~
1+00 2+00 3+00 4+00 5+00
~ Hobbs, Upchurch & Associates, P.A.
Consu/t-ng Engineers
sourNEMy ~IyE'~ AprtrN cA~rotINA
,,,Aar 200
300 S,~y, Brood Street, Southern Pines, Narth CoroGno 28187
Phone; [phone] -Fox; [phone]
WER.AND CR06SNC~
ANDERSON CFt®C SUBDMSION
PHASE 5B
VALLEY STAEAI~I RD
3

S~ fe ~/
60' R/~
i'±°°
869 885
,~.
~~ ~~~ PROPOSED
~ ~ 25' ROAD
i' ~~~
x)sTINc~ ' ~' ~'~ ~''
~ETLAND ~'~ )~,IPACTED AREA ) i~ a- , 8 8 4 ~,,,~ r''{'~ ~,~~ ~ !`~
- - - ,~~ 0.10 AC ~ '~, ,~ ~t! ~„'~ ~,
RIPRAP ~r y '•
OUTLET •- ~ (1(1 l
PROTECTIDN - - ~- - ,- r ~ ~ ~~ ~~ ~ ~ !JJ
~ ~ ~ ~. r FgR5E5H~
~•~, ,i,56LF PROPO`.~ED 1 1 `~.-,-,-,i )PROTECTION t)!~NFt•WA7rrpCalfA1.I~Y
-~-~-~-~- -, ,8" RCP s °p 8 8 3 y,~n~tagr~ns7cx}~u>*;r~eanrtt;n
870
HORI'LONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE
> 0 LO 3 b
( IN PELT) ( IN PEEff )
1 Imh = t°°R. I Incb = l0 tt.
~ Hobbs, Upchurch & Associates, P.A.
Consu/f-ny EnDineers
SOUffIERtr PdrES, IrORTI~I CAROU/rA
,,ntruA~r, zoos
300 S,~J~ Brood Street, Southern Pines, North CoroGno 28367
Phone; [phone] -Fox; {g10) 692-7342
WERAND CR06SNCj
ANDERSON CFTEBC SUBDIVISION
PHASE 5A-2
MICAH'S WAY

s~ ~e s
ob / i ~ ~,
6'.. 5
~,a / RIPRAP /
6p' R/~ly OUTLET ~RIPRAP EXISTING
PROTECTION OUTLET ~yETtAND
22' ROADD I° IIyIPO.~D~ EA~ / ,/~16' RCPPOP ED
n~.. I
E~~GD
APP
CENT
STR
i
ROAD ONF
NORSES-i0E ~ o
INLET ~ -
PROTECTION ` a a ~~ ~ (~
N~V 9 ~~197
Do:N~-wArlWitw~~~~~.,.
VY~TIA!'1D3 AND aT4PA+CN.R"f~~? 9F{
VERTICAL G~PHIC SCALE
> 0 LO b ]0
( IN eePrr )
t loon to n.
~ !
260 ___~ ~ i_ _.-= 1
- _ Z-- -- --- I --1
tWT-PpI~FT-EiEV-~3R ~ICu-PpdIT-ELEy-~-23A82--L aak?"E~EV-= .?34'03
- - tf]~ P NT -5 TA . 7+66.67 HI(iM hQIN~T STA. Bt~.l.b( Gp~}j POIH7 STA r:9t7f.69
255 - I _-- s1:A . 7+6o PN-STA . a+b5, ~ en. ;,~
~---- ELEV ~ 236p~N~LEV ~'1~~~- ~ PVI ELEY~STb?- 2J6<'77
~ ~~ ~A,U . a.Op i A.D. - -125-
--
u-•-.z6:a7 -I-----~----2b~15---;------~ic~~7.7.2t-~!
250 ~ 1 1zo.ao vc , n ea.nn ve= , , , ~s.Dd_vc ~ I
4 _ --
_.
o rr
n
M '. f I+
245 _ F
v ~tV bry _. . a P. N O ^1
_ _
___- ~ -.-~~.w
-___
Ss' A d; I• ~~
ID_ ~S~_ ~' w ~ ~' ~t ~ ~
HORIZONTAL GRAP IC SCALE
(IN PELT }
t loon too n.
6+00 7+00 8+00 9+00 10+00
~ Hobbs, Upchurch & Associates, P.A.
Consul finC Enpinee~s
SOUTHERfr PdyES, IMOR-t- CAR~OLdrA
,ra,Nua~r, Zoos
300 S,~y~ &oad Street, Southern Pines, North CoroGno 28167
Phone; [phone] -Fox; [phone]
STREAM CROSSING AND
VVER_AND C:R06SWC~
ANDERSON CR®C SUBDNISION
SASE s
ROADi
S3LF PROPOSED "-
rt.......__..,
18~ RCP ~
RDx11,lATE
PRUNE OF
EAIII
/ ' t+ORSESHOE
INLET
PROTECTgN

NOTE: I I
EXISTING GRADE SFIALL BE
RESTABLISHED UP N THE -r ~ ml
285 I INSTALLATION OF ALL UTILITIES. 1 0
N
270

265 B' PYC SAk. SEW. O 0.50%
255
3+00
~aJN9'a6 ~3! " ~iG~G15 Q>t;' SONV'll~!
A l1ilti N~!.lfM --~ kr~M3(1
`,
~ o
I <
- o~
R
~
G
- - - ~,
, ~
~f~ /
~\26
/
li ~
I 'I ~
P9
PO /
5+00 6+00 7+00 os~iD~
~~ / ~
INE S-1B, PHASE 48-2 %
~ "
784
CAL SEINER CROSS SECTION / / i ~,Ntt'
~ 783
NTAL SCALE. 1'=50' VERTIGk SCALE; 1"=5~ / / NpRt 782
7BI
/ / t~' 780
/ / / 779
/ /
/ / 776
/ /
/
/ 777 778
i„'~ 5
~
/ /' ~

~ ~ ~~~ ~ ti
LENGTHS OF SANITARY SEWER, LENGTHS AND AREAS OF
TEMPORARY STREAM CROSSINGS IMPACTED WETLANDS BY
WITHIN PHASES 3A, 4A, 48-1, SANITARY SEWER WITHIN PHASES
4B-2, 5A, & 56 3A, 4A, 4B-t, 48-2, 5A, & 58
120LF TOTAL 19,269LF TOTAL LF OF CRAYITT SEWER
13,27 AC TOTAL AREA
5140LF ALONC II~PACIED AREAS
1,2AC II~PACIEO
REVISIONS
Q
a~ ~
,~," a ~ a
~a~'8~
~V o N am
J 0 c
O a6 .c c^
y o z°~,
h
Q ~8 ~:i
~ ~`~~
a=te
~ y -
~ ~ ~~~
~ ~.~ _~
.~ ~aN~
~aW £ °~'
aom€
y~~1nN`
~Q ~ 8 a
= v
~^/
/~ ~
V Z
Z~
~~
UW
~~
Q~
J
>W
> Ur
TO BE CDVERm UNDER
CROSSING 11AP
LEGEND
- - - WEnANO BouNOARr
- - - - UNITS OF CONS1RUCnoN
SEWER uNE
~ _ _ '~ AFFECTED AREA
~ ~ -_.
i~
i~
,.
~...r.
i" ~'
i ~
1

675 ~ Q
876
877 O OF
e7e Z
Z

B79 _
`
/
Y F-
880 W ~5
881 ~ G
~
e9z U
W
za
Oo
~z
IY g
0,11 AC AFFECiEO ALONG
250LF OF 12~ CRAVIIY SEWER
A
A Q
LINE S-1, PH
SES 5-
Z
~l

TE~IPRDRARY SiREA~)
CROSSINGS an JAN„ 2007
o~scnm, TLS
~ ownwR: TLS
cx[a~m TLS
swe: AS SHORN
HORIZONTAL G~RAPHId SCALE „~„~
~, ~ ~
(IN t®CE J 1
L men - zao re

LIMITS OF CONSTRUCTION SHALL BE RIGHT
OF WAY, LIMIT OF CONSTRUCTION LINES AND
ALONG ANY UTILITY EASEMENTS
HORIZONTAL GRAPHIC SCALE
z ,w xm
~t(1 ~ ~R~o01~ OiiAV c m ~ r
~ ~~1byi _ ~ 3h~'(~~ n = ea n
~~QZ ~ .~ C1'~
~°' }~ (i ~!`~1 r° ~ CONTRACTOR SHALL
U~ :~~~,7~I REMOVE AND REPLACE
STA. 2+ RD-1 CONCRETE CART PATH
BEGIN CONSTRUCTION SWALE 1 720
N 561364.26'
E 2007J078.48' SEED AND MULCH
1 (TRAP 1NT
1-r _~.
i ' 6
o
i / ~
i~ s PROPOSED 22' "
~~ ASPHALT ROADWAY +
~ SWALE Z ~
i
n R=320.00' ~'
~ a SEDIMENT
1x TRAP 2 L=273.51'
717
718 EXCELSIOR MATTING ~
PT=5+36.51 RD-1 SWALE 5
~N 561617.76'
E 2007156.59' 18 SEDIMENT
EXCELSIOR TRAP 6
MATTING SEDIMENT
TRAP 5
SWALE 3
SEDIMENT
\ TRAP 3
~Okk\
LSWALE 4
PIPE 1
STA. 7+56.53 RD-1
STA. 0+00 RD-2
~ o
~
O
~ 695
WALE I
~ SEED AND MULCH
Z
O EXCELSIOR MATTING
a

Z
SWALE 8
a .
~
694
-E 7 PIPE 2
SEDIMENT
1 TRAP 8 ~
30'R (TYP.) ~~
DISSIPATOR ~2 e
~
~ o
~ro /~
\
S~ 7 \ ~ti
697 I 698
LEGEND
m~-.-vwvv~^n EXISTING TREE LINE
a PROPOSED DRAINAGE PIPE
~ PROPOSED SEDIMENT TRAP
-rD PROPOSED 1EMP. DIVERSION DITCH
-o-o- PROPOSED SILT FENCE
PROPOSED EXCELSIOR MATTING
o® PROPOSED SYNTHETIC MATTING
PROPOSED RIPRAP
+325.50 SPOT ELEVATION
~ FLOW DIRECTION
HORSESHOE STONE INLET PROTECTION
RIPRAP DISSIPATOR
699 \ \
688 ,
SEDIMENTL
TRAP 13 I
691
R=540.00' 690
L=499.63'
693 TAN=269.31'
692 CH=N15'06'21°E
SEDIMENT C=482.00'
TRAP 10 DELTA=53'00'46°
SYNTHETIC MATTING
_ ~ SWALE 10
fi89
SWALE 13
~ X0
o SWALE 14
REVISIONS
DESCRIPTION

STA. 15+50 RD-1
END CONSTRUCTION
PHASE 4B-tA AND
48-1B
s-
~o
PIPE 5
STA. 15+16.94
DISSIPATOR #5
SEDIMEM
TRAP 14
PT=14+50.52 RD-1
N 562391.43'
E 2007556.06 '
~Dw
.w,„,
~...,,~ ~pb~y4
o;~
o ,J;~s
d ~nm ~Fti;
~ ,z. o~ ~?r 6 I ~~
mom,? a d
m.„n OP
a~ ~
yyn~
~ Off,°c_n
J N ~ n
y~~o~-
N ` ~ °~
Q i, V ~ o
E
(nZ 5©
t ~
i y ~~
~~oN
~ ~aN^
W ~
$ m
a
~~yNa
,Q y 8
= U
TAN=145.74 ~
CH=S1T0T34"W DISSIPATOR ~1 o SYNTHETIC MATTING
C=265.26' E 2D07301.3T I ~ 660 I
DELTA=48'58'19" STA. 8+43.53 RD-1 SEDIMENT p ~ PIPE 4
650 STA. D+00 RD-3 TRAP 4 STA. 11+80.55 ~
N 561845.81' PIPE 3 SWALE 11 ~ )
TIE NEW PAVEMENT TO 649 E 2007359.15' STA. 9+18.13 PC=9+50.89 RD-1 SEDIMENT DISSIPATOR ~4 j
EXISTING PAVEMENT N 561926.08' TRAP 11 659 ~ O
i~ i I E 2007430.44' SWALE 12 ~
651 DISSIPATOR {~3 658 m
652 653 654 SWALE 9 655 657 EXCELSIOR MATTING
1 ~_,'~,
10' DRAINAGE SYIr'THETIC MATTING 656 Lll
~ ;,
HEATHER BROOK RD-1 EASEMENT cTYPaI--! -- iD' DRAINAGE ~ _
I f EASEMENT (TYP.) ~, ~ 7!I
' ..._.___ GH."-.PdfNSIA.A4+072.76 ~-~~....._,._.._. .. _._}..m.-_.u_ ~- .'r, I~..,_._.,,. ;~._.._,_ ~ -_.._~,..._.,..1._ ..~._.~ _...._„~ T,.,,.__~..___•__~.-,...T _._~..__ ~ -1~ W
32- ~-il,-~___ .-_..- --._ --. _ ~ _ .__{. ,,.o, ~3~gg34 '` i____.W_ v_.~i. ~~ _... ~ .~_:..__~._.._..~ __ -~---, TRAP 1~Y"2 --____.___,._.._____._ ~ ~---{----
' ~ _ ~ I I~ 320 290 , ~ 1290
- zD Mc. ~ _ , ~ ~ _ ...
-~ N_. t_-___ -~____ ~~-___ _.___ - ` __.` -TRAP 9 ~~ ~ ~ _+ I 315 ~ -~- ! ~ _ _ + Low POCiNr sT~h~ .pia+ao os ~ _ 285
ow----!- -___--_ .---~--~ n ~ SEDIMENT :- ~.:.. -__.~..__.. L _.._._. _...... I_.__._-..r.-._.- ~ I
315 i ~ I N n t` I ~~ELEV = 49708 ~ --_."._ _. __ _.~,..__, 1...\ , 4 _-`„_ __- ---_. ~:_ _ ---..._ _ ~,,,_,,.. ~ '_.,_-.-},. _,__ i~~~
.__~ ..__._ -°o ~ ------ ---~-- __.-_~. "~ _.imm *..M _...~~.._~.~~._.___1_'_-._.__.. _.__:::_L.-__.._.;,_.._.._ Q..._.._._ .87 ;.. {. PVI STA~..T.ab06 I
~ -- _ +M. _ r w n ~ ~I,o.oo' vc 310 280 \ s y ~vr~EL~ 261.35 280111 O a
~ ... ~ ~ > ~ , -. w ~ K 2257 ' ~ ~ EXL4CING GRADE (n Z
i m c> i ~ I x k228 ~ _ -
310 ~ _ II I ~ m
~~ ~ I _ _ ._ I EXISTI ~ - -i- - - -~- -- - ~ a - ..._ _.___-~L -----i95.6~J.•.i+E -- ~ ~_ ~ '~
>-_ I
4 ---t mw---I--- 0.33% ---_ _ - NG GRADE ~~ -. ~ -. ~ W ~ m
,
305 I ~ A - - f ~ ~ ~ ` .. ' _ I >" m I %_ 305 275 + ~, '~ ~_--___-______~~.._ _ _- ~75 W W Y Q o
.~ .- T - __ _ _ - _ ..._
.~65~ ; y v ___: X18 RCPJ N '.. w j ~ W W Q
~ _
.- ~_... ~ ~ -~ yF
I 1 f ~ o ti m f
- _ ..
300 PROP06ED RARE ~ ~ "h `_ m °+° N 30~ 27~ - - - ~ _ . _ ~ a j 2]O ~ U m ]
T
I- ---~ -- ~ -- {-~ -- .. ~. _ - - - ._ ~ ~, _ _ - ~
_ _ _..- -.,,.. ,,....._.., r
--~ - _ - _ _ _ ~ - --- ~_ . I- _ ~~~~'.~~._'`~_`__ ...,~~.~~ ___ , on i ._ : ~ --295 265..__ _ ~ . ~. ..._ ~~ ~ _~.__~._.._...._. ~. ~I 1265 ~ w a ~
295 I ~~, u1~N- T8" RCP' ~~'~ ~ _ ~ ~ i PROPOSED GRAOE~~ ~ ~ ' I_.~ _I _
__ ..___ _._.._...~..- - __.. Q
290 ~ ~ I ++ N
~ ~ i ! NU'-id ~ mo~ I - \`~ 29© 260_ ~~ i. `'~ 260
I as • , , ,
-- ~ - --- ~ _~ r I i ~ vi +~ _::___ __ _-__ __. _.'T..._ * ~ 1 -. :. t ~\~ I 3q RCP '. oerz
` I _. _._.J- ~ ~.. ~_. ._... _..__... _.. _.. ._. ___._._.~ ~~i ~oesiwm. JLH
285 ~ ~'F1NISHED cRADE'ELEVaYION I - _ ~ I j _. _. __~ 255 ~ _~_~~ ~ _---__- 255
._.. -'-~-F-__-_ _.... -_... -_ .._-}.-...-....-_.... ...-._...._....-._. - ~ ... ... ~P n ~~ ,n~- M ,m ' 'meso'n
~- ~ ,
' _..- ~ m a ". : ~ w : ,~ -~ rn - n e o a m N v rn n . snm n
, ..
I I m m lo. .. ~ o o ~ n o n o w © ~ ~ IM ,~ ,~ ~ ~ o m im
ZOO _ .O O M ~M M M IM M M n IM N 'N. N N N :: ry ~ N N N N N N '~ .,250 V
2+00 3+00 4+00 5 -~~`~_ -` .~~'-____ _-_ _ . _,. _..-.._.-__ ~. ~N
+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 ,fi
o~.
PIPE INFO DISSIPATOR INFO
PIPE LENGTH DIA. % SLOPE INV. IN INV. OUT PAD WIDTH LENGTH THICK CLASS
1 53 LF 18" 0.5% SLOPE 298.62 296.36 1 11' 9' 18" "B" RIP-RAP W APRON FILTER FABRIC
2 60 LF 18" 0.5% SLOPE 296.44 296.14 2 11' 9' 18" "B" RIP-RAP W APRON FILTER FABRIC
3 40 LF 18" 0.59, SLOPE 293.83 293.63 3 11' 9' 18" "g" RIP-RAP W APRON FILTER FABRIC
4 40 LF 18" 0.5% SLOPE 274.54 274.34 4 i 1' 9' 18" "B" RIP-RAP W APRON FILTER FABRIC
5 40 LF 30" 0.5% SLOPE 256.98 256.78 5 28'x5 25' 36" "2" RIP-RAP W APRON FILTER FABRIC

:I, H:\HA0507 4B1\800\810\R0ADS\ROADS.d". LaypW:
JtYOUT 1. By. ln4ipper, Pl,al 1Aon Jan 15. 3007
It 8:17am, %REra Uaed: BASE tH:\HA0507 4B1\800\810\eASE.dwgj
>
Cy ii
+
WO 325
SiA 13+00 ELEV. 325 S9 .- ,EVCE..
\
Co
O
W
CAW
O
'W W
N
N W w `,W
W
r3
X00 EW DRIVE
31487
m
Z �
N N D
O
-
Z
O
O
UI 1 O
CP ''i O
CP CD O
N U D D l T 1 m S I
0p+/!
\
\
o °i
W W 41
O
rNi <
_......
. _...... :__
_.... _.... .._
__ -
=
v
313.86
v U ++
U OnO
AND
+
w w o
o Ln A -0 o
ao+B
m
4
-
/
11
0
O
-
Of A
O O
N N D
o
O
O
g o
1 HVCE: 322.47
I STA O+OQ
m
< v U
o n o r7zl O A Km
m W= o II II z m
o
+O,
.__
323.71 _ _•
..... .. c7
I
r
:_ .....
OO
: II II �'Nwzi O
326,19
z
-
,_
ELEV.326 19
-
N zz z
QI O
D Ln II a
cn v m O
'`h
OY 00"zr
a 1n
W
O
In
s
e l -:
A
T
T �l !n m_J U r1l
O m A T7 A �1 A A .-0 A X
m
32455
-
oo 0
fD
m
o
O :!
y
o
A 0 0 0 0 0 0 O O O O N
In F v v v v v v T -o
,n
< to O W at II
0 tD chO }
_
31240
1
o�00000000�
�j �-
oo s
32660
n
w o N
�
-
O
N
T Amo00o 00oC3
n
O
z
A
95
z J zb+s = 1
m
C'
cn
U
mm D
-i A L cn Ln -1T1 In D A
m
J
_ oo
T
!n O O A X m f rn m
n mO O D m
OI
O
\
m
O
o
-Zi
zz D Z
m
x
Ln -v
0'
.... __ ._._
A
m (n Z O Z ZD7 fZi
m A
O
A f�Tl f�Tl -u A
D
O 327.75
0
v m
t7
_
I BVCS 145
D m
00
< / o/
z A o < I m
�'
315-11
Z J> Inv
n a
o
4 v
(D
;z
m A
-1 D D C N D m
315.36
m m
T O D O
N SO FF+o/ o
0 l
a m O _--�-
-TJ
328.32
\
1 BVCS 328 32
Jd
O
_ > � o m
Z
31636
Z
f
I
0 m
I
T z
':. c,.o
A Z Z_E
o o c-)
A X
oNi
W N m
w
328.78
o
m n
oo A A
o
rn
n <na
329,00
0
z
@l
I
oxom Hyl
O 111 II <i D (n m
g�
N
D
_
328.99
. .._ i.
......_ .._.... _ _
:_•
:._ .. I...._ ..
..
�rn n li._D.�
o = v
o
m
O
< .fi 111 w N II...
Fl u;mw4-
°9
a 0
O
328.74
oN O+zE
m
A
00 Z
I
N
4�
A
O
m
N
32$ 26
o -a
p1
cn
z
o
EVCS. 2+.75
327.54
EVCE 327 54'
D
W
326.70
7
O
O
_
I.,`
N
D oo s
o/
CC,
~
o
325'02
BVCS 3+65 Q
4-
BvCE: 324.52
C U
D m
�O
I
324.21
CD -1 U41
C) ,`
�v
D
II AI < _ ..
��� p L
O
-
oN
0 323 60
O
a N
W
PLU
-
1' .„-" F
_
o
m
o
EVICT 4+35
o
"�
00
A
4 ON
323.24
.EVCE' 323]1.7
w
N
323.10
j
!
J
CooD
co
o
z
I
CP
is
i
W
O
N
0 322 85
-_
p
i o
c rn u,
o
00 S
O +-
n V
i
J
O
A W
Ch
322.60
p zJ 66 99+ -
o
Od O
CO =
i
O
O 1
o° IT
319.01 STA 1+41.41 RD. 1I 00+z
EVCS 7+40
57A, 9.72 RR -2 ro
ELEV 318.10
VCE'. 318,18 w \
317.60
VCS 7+70 o D
315 15 EVCE 316 43 TD
+ ._.
EVCS
s�
>
Cy ii
+
WO 325
SiA 13+00 ELEV. 325 S9 .- ,EVCE..
\
Co
O
318.86
\
r3
X00 EW DRIVE
31487
O
O
N U D D l T 1 m S I
0p+/!
\
\
N iN
W W 41
O
S
O N ti II II II N01
DNN-'1P0 O~
o C)1 o Lp
O LD O
=
v
313.86
v U ++
U OnO
AND
o Ln A -0 o
ao+B
m
4
-
/
m w D W
313.10
BVCS: 11 +72.04
-
O O
N N D
o
322162
O
g o
1 HVCE: 322.47
m
< v U
o n o r7zl O A Km
m W= o II II z m
+O,
.__
323.71 _ _•
..... .. c7
'._..
:_ .....
OO
: II II �'Nwzi O
312.61
-
1
-
N zz z
QI O
D Ln II a
cn v m O
'`h
OY 00"zr
a 1n
CD
s
S
312.37O
32455
fD
90'9B+9 Jd7�
O :!
< to O W at II
0 tD chO }
\W to
31240
' �'Qw w
�j �-
oo s
325.14
w o N
�
v
312 69
w ��
95
z J zb+s = 1
C'
cn
313.24
_ oo
v v n o
OI
O
\
r rn A r*t
mp m --0 4
314.05
�o
p
0'
a=� av
O
\ EVCS ;
10+30
D m
00
< / o/
315-11
_
a m
EVCE
315.36
N SO FF+o/ o
\
Jd
O
31636
0 m
I
\
A X
oNi
w
+ ._.
EVCS
s�
>
Cy ii
+
WO 325
SiA 13+00 ELEV. 325 S9 .- ,EVCE..
\
O
318.86
\
r3
X00 EW DRIVE
m z 1n to\
A
O
R�\7
N U D D l T 1 m S I
0p+/!
\
\
N iN
W W 41
S
O N ti II II II N01
DNN-'1P0 O~
o C)1 o Lp
O LD O
v U ++
U OnO
AND
321 37
m
�
m
4
-
/
BVCS: 11 +72.04
-
N O cD
A
322162
O
g o
1 HVCE: 322.47
ti
W I v
+O,
.__
323.71 _ _•
..... .. c7
'._..
:_ .....
.._. .:
U
v
II m D
.-
'`h
OY 00"zr
a 1n
CD
S
32455
a I N
325.14
v
o
C'
cn
Zacn o �
G l'1 tim N
D m W
A f�Tl Z �1
n +
m D w+ N
-0
Z D 0 J n 0
O z K: m
m < m
z
0
O
325.47
EVCS
12+8704
>
Cy ii
+
WO 325
SiA 13+00 ELEV. 325 S9 .- ,EVCE..
325 54 .._
F STq
0 OVERVI
.59
O
r3
X00 EW DRIVE
R�\7
O o
N iN
W W 41
o cn
o C)1 o Lp
O LD O
UTILITY IMPROVEMENTS
AND
m
�
m
4
-
o GRAVITY OUTFALL TO SERVEMICAHWAY 1qj
Hobbs, Upchurch & Associates, P.A.
'S
ANDERSON CREEK CLUB Consulting Engineers, Surveyors &Land Planners
PHASE 4B-2
RD -1
y A Southern Pines, North Carolina 28387
300 SW. Broad Street, Southern Pines, North Carolina 28387
Phone: [phone] - Fax: [phone]
0
HARNETT COUNTY. NORTH CAROLINA
DOF_
Z m K
D �
D D cr,
r
0- 01
Z �
n
Z OZ
�O�
.0
C C
�n
Fon
Z
4 0
Z
D (-_ V)
M --I>
M F_
mz
z �
cn C m
z
mm
(n �
,��N IICARp<i�"
SEAL -
9570
A
N
0
V)

u~'~~
~~,
w
PIPE #8
STA. 5+76 RD-2
a3 LF 18" RCP
0.5%
INV. IN 27.24
1 768
TEMP. SEDIMENT
TRAP #9
765-A 767
765-8
765-C 766
STA 0+00 RD-2 SWALE #9
N 561162.94
E 2005734.48 PC=3+13.D8 I R=400.00'
ni saidn sn ----, ~m L=329.01'
MICAH'S WAY- -
- rD - TD
77t R=155.00'
L=135.22' Pr = eazie
Ton=72.25'
CH =130.9 T
CB=N62'2T39"W
DELTA=49'59'04"
77D c
769
SWALE X10 ao
0
TEMP. SE IMENT
TRAP #10
// 40
t0
7D -
srA s+72 RD-z
STA 7+41.41 RD-1
s oo N 561956.04
o E 20D5454.t7
I 732
do

ti0
731
TEMP, DIVERSION
DITCH X10
NOTES:
REVISIONS
LEGEND
, -, ExISTING TREE LINE
o PROPOSED DRAINAGE PIPE
~ PROPOSED SEDIMENT TRAP
TO PROPOSED TEMP. DIVERSION DITCH I
-o-o- PROPOSED SILT FENCE
PROPOSED SEED AND MULCH
PROPOSED EXCELSIOR MATTING
o~n~ sa PROPOSED SYNTHETIC MATTING
PROPOSED RIPRAP
x SPOT ELEVATION
~ FLOW DIRECTION
HORSESHOE STONE INLET PROTECTION
RIPRAP DISSIPATOR
i\~P ..P~ ', .....,, hp~~~., ,
' 'W Npi U~
;ry :~yd ~;,a,<
~,~ti ,,,,,~„.aP~,,,
Q~
c
~~
0
1' oN~
'V J
Oy1, °c`
H o z-
Q o U v
~ -
~ y 2 d
~ ~i ~ ~
~ m c ;,
~ ~' ~ v
V .c
c
~W m o.,
z
J
Q
U
S
t-
K
0
Z
Z
0
U
F
F
W
Z
Q
S
.SUU ... .... ~..~`...... _~ .._. -. ._.... ............. _..... ......... ..... ......... .... ......... ......... .. wi[: JANUARY. 2006
. _
~. _. ~_~• _ xeo: JLH,TLS
~
~~ ~ ~
~ ~ ~
L
A Ew
PRCPOSED
PIPE
SWALL'~TO
6RADE ~ :295 cn
m: DT
295 9NISHED„ GRADE ELEVA ;rN~ ,_ _. _.... 18 RCP..... _... OVx
scat
co
~ ^ xm x

..

.....-
^ N ~ N r -m m ~ ro. a a
~ w- c ' N n m v' rn. n ....
_: n -::
:
u~ .a M
d ::~
i 'a .r o ^ w ~ o N ~ n ° a
~ „~ o ~ N' ^ N N ^ o ~ N
,~._ of ...^ .rn d n N:_: ^ ^ ^ ^ -:_ co m N ~ ~
~ o N co - - ~ N c
_...
__.
N M. a N:.:. ro ^ a
O ^
_... _ _... _.
~ a.

5
m o _..
r') ,
_. c
n
m rn
c
N N N N- N N '.N N N -
M ~, ~,
~ ~ ~ ~
~ - O O O O O O O O O O O
r,
" M ~ ~,
r, r7
' r7 ~ ~ G O O O
M "' M ~
~ ~, r, M 290
290 r,
00+00 ,
- M
~,
1+00 2+00 3+00 .
~ .
~
4+00 5+00 6+00 .
7+00 8+00 9+00 10+00 11+00 12+00 13+00 zo
a:

LIMITS OF CONSTRUCTION SHALL BE RIGHT
OF WAY, LIMIT OF CONSTRUCTION LINES
AND ALONG ANY UTILITY EASEMENTS

REVISIONS
UMITS OF SYM~ DESCRIPTIDN
CONSTRUCTION ~ STANTEC COMMENTS
1 ^,
\
r 1
f
~ 922 \
i I ~ ',\
I I ) 843 1 ~ 921 1
II I I ~ ~ ~ ~ _ 1 T J \l
1 li 1
l1 i ~ 84~ I 920 1.
LEGEND ~~ ~ ~~ ~,, ,. ~~ ,v ', 1v 'v ~~ --- ~~ `~'
~~ 1 ,
919
( ~ v, ~'TEMP~ DIVERSION ~, v aas~\ ~` _ PIPE #221
~'
\~ DITCH ~B (EM) 1 \ 918 1 `\
® TEMP. SEDIMENT TRAP ~~ A ~ 1 ~~ \ ~.\ V ' ~ 946 ~' 'V~
v ~ 1 i ~\ v ~, '['~ (\v
-Tp-- TEMP. DIVERSION DITCH ~~ 1 1 _ ~ -
r TEMP. INLET PROTECTION ~ ~ :~ n ~ ~ ~
_- PROPOSED DRAINAGE PIPE ~~ ~IFARWAY #3~~ _ _ _ o ~ 1
~~ ~48 ~ -' i Bii6A' ~~
o PROPOSED CATCH BASIN EXISTING (\ 1 ' ~~. ~. ` PIPE {)23 N
WETLANDII-v ~ ~~ \ ~ 1~
RIP RAP VEL. DISS. PAD ~ - -_ 20' UTILIn EASEMENT, X649 `' ~ ~~ \ \~1s ~1
\ P
N ~y,~~ ~ TEMP. HORSESHOE INLET PROT. _ , PIPE X26 `,, -. veso 1 v ~ v , ~ )'~~ n
a~1.~lytYy x RIP RAP VELOCIn - ~ \ ~ \91~` \ 1 ~
~LITb~ ~~Q~4r~a TEMP. SILT FENCE -- a ~ v ', l,`
~Jrld~ uary~ DISSIPATOR PAD ~3 `; '-~ ~ ,
~N3L IMMEDIATELY AFTER PIPE X26 HAS BEEN ~~~~~ °' v 1 ' 1 A51`~ ~ ~ ~ v i I~''
INSTALLED, THE CONTRACTOR SHALL INSTALL °~ 1 ' ~' v PIPE 25 ~ AIA~
~~~~ h `' SILT FENCE AS INDICATED AND SEED AND '~~ ~',; ~ A ~~ ~, ~ #
+- ~ 1119 MULCH THE DISTURBED AREA TO PREVENT r ~' ~ ~' ` ~~ `~~ ~\as2, '\ ~ ~ 1
(~ SEDIMENTATION FROM FLOWING TO GOLF CART TEMPORARY SILT ,1 `\ ~( ~\ ` ~ ~ ~ \ \ ~I912 \ ~ h
PATH AND GOLF COURSE. FENCE (nP.) ~ ~ 1 ' `, ~ A ~ '1~
p ~. r 1 , 85 \ ~
~ ~ ~ I I I 1`3 \ 1\ 1
i
~~~p ~ ~~ ~ ~ ). I~ 1 iTEMP. SEDIMENT` ' 9~1 1 1
~ '
~'V~ ~ V r (TRAP ~8 ~ 1 ,PIPE X24 ~ ~~ ~
.r r I ~
~~ ~, ~ 854 I 1
;)~ ~ ~ 1~ j ;~r~~1rE~P~SEDIMENf 1 ~ ~ ; i slo ~~.
,'I j i r / ,TRAP #7 ~ ~ 1'
r ~ - I / ( ~,
/ i % ~ I ' ! 855 ~ i909 V. `.
,f /TEMP. DIVERSION , I 1,
' r / r i /DITCH ~7 (SM) ' 1 r e5B r l ~ ~
rl ~ !1 i J r % ,1 r / 908 ~ 1
~ I ~' 1' 1 '/ I / r I
I / i ( ~ /' _ , 7 ~ / ~ / 1
\ ! I 1 1 I i 1 ' 857 ,' / I~ ~ ~t i ~
~~ ~ 1 1 I I i ~ ' r r/ 9071 ~/ 1i ~,
_ 1 11 1 I
' I ~ 1 V ~' 1~ r ! I
~ r
- i1
---- -- ~ ~` v ' r;, ~ ,v . v 1 ~, ~ ~ ~ X91 ~~ 1 ~\ ~ 9061 1 11
!r ~ ~ x ~ -
r ~ A 9U I I
i
_ ~ \ ~ V ~ ~\ ~I ~ 1fEMP. ~I R~ION 1 1 1 1 ~ ~I 1 1 A ~ TEMP. SEDIMENT 11 ~~
1 \ ~ I i ~ j ! ~TCH. #5~'Ef~~ ` 'VB61', ~ ', 1 ', ' ' ~ ~ 1
r / r 1 ' I 1 PIPE #12 _, TRAP 6 1
- 1 -- i - 7 ~ 1 ~ 861 ~ 1 i ~ 905 904 90J 1
,x ~ s ~ ~ ~, ~ ~ / /, 11 1 1 I I ~ 1 ~ 1 I I
1 ~ r ~ ~ ` ~ ' ,' ~ -'863 ~ ~1 i ~ PIPE X10-A' 1 ~
i ,l / 1, :! ~~ ~ i' PIPE ~13i i
' .~
__ _
_ ~ i ~MPP. ~~ DIMENT , i
B94 '
!r ( !~ ~ - --- ~ ~~~ ~~ / / ~/~ ~ ! ~ ~ ~ ~ ~ A )
LAKE r' , i ' ~ - -, ,,~ ," / ', %~ a~ ~, a64 / ,
` ; ~ ~ SL
~' / I ) / I! / ~-\ ~` r i866~ PIPE 1S 'PIPE X11 ~f/~j
' ~ I 1 ~ ~ ~ ~' -FAIRWAY #2 , i~ ~ ', ( r ' eBa1 ds7; PPE ~i6' ~ ~ e9s A
I ~`' , , •, i1 I' ~ 1 ~ li j % ,' ~" - ~ A ~' 1 1 RIP RAP ~VELOCIn a
'PHASE 3A uMlTS'oF ~' I~ I ; I 'I ; I I ; ~/~ , - 'v v ~ r ~asT~- olsslPAraR PAO ~'2 i ~ I - ~ "~ _
I / ~
I ~; ~ CONSTRUCTION ~~ ~ 1. I ~ ( , , ,e7o ~ r ' ] 1 PIPE #14 ,
-- r I 'x i I i 1 J i 1 ~ 1 ~ % ~ ~ ~ ' PIPE ~f 16 '~ '~ ' ~ % \ ! I
-' x,~/ ~ ~ ~ i 1 / j I r ,PIPE #21 ~, _ _ ~ ! I ~ 89Y
EXISTING r l/ , 1 r /. ~ l~ ~ I i l~ / r
~ -_ ~ ~ ROADWAY _-- - - ~ ~ r ! ~ ~!' /TEMP. DIVERSION : TEMP. SEDIMENT __-' -_- ~ rl TEMP. ~ DIVERSION e92 ~~
~~ BEGIN PHASE SA 2' ~ 1~, DITCH ~3 (EM) , 'TRAP ~3 z ~ , ~' `
I (3) EXISTING ~ r '' --- - - '~ r, I ~ ! -872. s71' ~. ,DITCH (~4 (EM) _
DRAINAGE PIPES k V r ~~ NEW GRAVEL ~ l~ ~ r ~ ' ~ ' 1874 ,~ ~ ' ! / ~ PIPE ,}117 ,- ~ ~ ~ es1 ' _
;'~
.; f - `- / i ~ CONSTURCTION ENTRANCE i 1 ~ ~ - , r i ! ~ ' i
EXISTING ; l ~ ~ /-~ ` r 1 ~ ~I ,' 815 z PROPOSED ~ -- / - 1 r ~ ! ,
;'RIP RAP APRON - , 4' EXISTING ! ; ; ! - , I (% / ~ ROADWAY -- - -/T T~ P. SEDIMENT( 1~ ~ BB8 , ea9
`PIPE 9 ~ .`l. EDGETEM~ RY ~ / ~ ~1 / ~'~ ; ~ ~~ ~ ' 817a ~ I a7~1 r B7 ~! ~/ /, /l (, / fii _ -- PIPE ~2G -`\ ~ PIPE ~R9P #4ae~ X61 aet{ , - - ~ ~ ,
~ ~ ~ /
~i \ _ ~r _ _, I ~; ALT FENCE % ~ I _ 861 684
I TEMP. INLET ~ e7 TEMP. DIVERSION '
N _ ,.
.~ -~: ,
PROTECTION (nP.) - eao olrcH pz (EM) - ~ _; '' ~
1 N'+~/ /
RIP RAP VELOCITY ~1'/ I /PIPE ~'8 % rr i /' ~ /~ PIPE #2' ~ / ~NS' ~ -- ,
i
-' DISSIPATOR PAD ~1 i 1 r '~ !~ 1 ~ ~ 1 i / ~ ~ ~ '~~~ ~ __, ~~ ~ ~ ~
s ~ I i 1 1 PIPE H5 1 TEMP. DVERSION / ~ ~ TEMP. HORSESHOE
,r ~ ~ ;DITCH ~1 (EM) ~ r TEMP. DIVERSION
' I , ; '9 1 I y 1 / `~ ~,/ ~ DITCH #2 (EM) ~ INLET PROTECTION
7 PIPE X10 ~ ~ , ~; 1 ~ i
I1 ~ r ;. , ~1 ~' i ~ i I ~ PIPE ({1
~ ~~r' 1 I ) ~ I i I ~ i ~ 1 ,
,y,~ , 20' UTILIn ~ I I I ~ I i
r EASEMENT ' PIPE ~7 ,1
TEMPORARY SILT ( I '
;FENCE (nP.) ;TEMP. SEDIMENT ' PIPE ~6\ -PIPE ~4 TEMP. SEDIMENT LIMITS OF CLEARING SHALL BE LIMITS OF
j TRAP #~ I ~ ~ ~ PIPE ~'3 TRAP ~2
rEMPDRnRY CONSTRUCTION, EASEMENT AND RIGHT OF
,' ~ , ~, slLr FENCE (nP.) WAY LINES
- saz
\
_
~`yo1
Nc ~ ~\

S ,'
897 1
898 ~
~98
AMP. DVERSION
)ITCH #6 (SM)
C
TEMPORARY
DIVERSION DITCH ~ LINING nPE
1 EXCELSIOR MATTING
2 EXCELSIOR MATTING
3 EXCELSIOR MATTING
4 EXCELSIOR MATTING
5 EXCELSIOR MATTING
fi SEED AND MULCH
7 SEED AND MULCH
B EXCELSIOR MATTING
F~r~ dd•~j's
<<pp J(o dsd~
~V1N Wi~(1 =77~
:W tnm ~i
'sY?;Odd... ~2+`~+i
s~'`~~, nrmw
a,
uj~r~~
wa^~i €^
,R CN 2i
V ~ Ub
0
O .c z s
4yN~ Pte:;
Q ~v n u
91 .~ 'a u
•C~2s~
C vm
~ ~ ~ N
G ~ ~o
W ~
wm~
a~
y•~c°n~a
a h
= U
Z
J
J
~."
Z
Z
0
W
m
Z J
W U
~ YN
WWWI
Q ~ ~ ~
~WUW
n.cnZCn
G 0 Q
J W
Q
arE: JULY, 200fi
oESicxm: JLH
oxnwx. DBC
cxmxm: DTU
wxe AB BNOWN
~~
SHER NQ
14
a 19

\ REVISIONS
~ \ / SYM. DESCRIPTION DATE BY
NOTE: / LEGEND , IN~r PROT. ~ e~c Nuu ,z/ze/os oNH
\ / ~
CONTRACTOR SHALL INSTALL SILT FENCE / / ~ Q 2 stautEC co~MeNts ,/,s/m wen
ALONG PHASE LINES UPON REMOVAL OF '• ~~. ~ / / ~ _ _ _ - - - - - - ~ ~ ~
SEDIMENT TRAPS. ~~ ' ~ \ / / _ ~ - - - - - - - - - EXISTING WETIANDS
/ ____
SILT FENCE SHALL REMAIN UNTIL ALL WORK ~~ "~- PROPERTY BOUNDARY
UPSTREAM OF SILT FENCE IS COMPLETE AND ',q
VEGETATION HAS BEEN ESTABLISHED. ~~i
0 RIP-RAP VELOCITY
~\ ?]: \ DISSIPATOR ~j2 (TYP.) SEE 9' MIN.
\F ; ~\ . DETAIL PAGE EC-3
', ~ ': PROPOSED 49B LF OF 36" ~'p ,
RCP ®3.0~ (TYP.) FlLL IN ',LL . Y, ~ -'~-- J
EXISTING SWALE AFTER ~
`~ INSTALLATION OF PIPE ~ ~ DRAINAGE SWALES `~ 3
\ ~ ~D BETWEEN BUILDINGS
\'i '~'4 ~4r MIN. 0.5% SLOPE //TYP. ~ 2'
' ~+.y h~~ ~ 1 )
\ ~ /. Y ~. \
" t ; '\ ~ „
2 _`
~ TEMPORARY SILT
~',~ NLET PROTECTION '~ // ~ ~ ~
r; ~. (TYP. OF ALL) // ' 51.~ ', FENCE (TYP.)
~~
/; / ~ TEM ORAR SE6IMENT , TEMPORARY SEDIMENT
O`~.... ,' ~ TRAP #2 TRAP #3
,i' ~
~ sG'w x 1oo'L x z'o ~ '~ ~ sD'w x 1DO'L x 2'D
% ~ 6~WEIR LENGTH "`- ~~ 6' WEIR LENGTH
~l ~ ~ SEDIMENT TRAP SHALL ~, \ ~`~ SEDIMENT TRAP SHALL
% /
~,~ ~ ,• ~ // ,/ ~ ^'~'~ REMAIN UNTIL ~ ~ REMAIN UMIL
~ %~ ~ CONSTRUCTION OF I~ ~ CONSTRUCTION OF
~ ~~ . PHASE 2 \' \ ` ` PHASE 2
~" .1~ / ~~ i ~ .,~A~
~~
TEMPORARY ~ / " ~ ~ ~ ~; ~~ ~'~ , °~ r `~
CONSTRUCTION ~ ~/' , "~ ~ _ RIP-RAP VELOCITY
ENTRANCE (TYP. OF 3) ?~` / ' ,\~,' \Q~ ~ `\ ~~ \~ ~ DISSIPATOR ~1 (TYP.) SEE
y . / / ~~ FFE _ ~ .l 245 \ ~ DETAIL PAGE EC-3
~~ r~ ~' ~ ~ ,~~ 262.30 <~' 9/ ~°" `~.
G '~ ~ ~ J- PROPOSED 24'
xi' ... - LIMITS OF ~, ~` ~ ~ ~ t ~ > / ~~~
`' . ,
~Q /' ~ ~ ~~ FP ~ ~ / ~ , ~ STORM SEWER (TYP.)
`,, `,, ~
` DISTURBANCE
`, .p~... ; ~ ~ ~
/~ ~ :;
V
. ~`'`~ ~
i
j ~ ~~~
~, - ~ , ~ r ~-, _ -
,~ ~
~ ~ ` ~ , FFE FFE _ ~ / ~ ' ~ '' TEMPORARY SILT FENCE INSTALLED
~ ~~ ~ Q
/ /'~ ~ ~,a, AT PHASE LINES U.O.N. (TYP.)
"~ ': 266.20 <'' ~ ~. 261.50 ~~~' _ ~ `~,
' `, ~
~ EROSION CONTROL
~/ ^' ~ ~ ~` ~ ~ ~~ CONSTRUCTION SEQUENCE EC-3)
`,
E
\ ,' ~ / ~"v
,, /~~ ~.
j ~ ,
245 95 ~
~'
,, , ~' ~ ~ ~
i°., y ~ ~ "TEMPORARY SEDIMENT
~~ ~ ~' ~ ~ ~ ~~~^~ / ~ I -..~ TRAP ~4
_SIA'' /"~ / \~/ ~ "i ~ ~ i 5a'W X 116'L x 2'D
~ ,
.~ . fi' ~ FFE _ ~ ~ ,r a ~.!~ ~~ ~'. FFE _ ~ ~ ~ , ~ ~ I a' wEIR LENGTH
' ! >< ~ r ~ _ ~ _ ~
/ ~
~ ~ ~,
I ` ~ / 268.35 ~ \ ~, 259.45 ~`~ ~ SEDIMENT TRAP SHALL
i
/ ~ \ i f
/~
I REMAIN UNTIL
} F ~" a
1 \
' CONSTRUCT
~:~f~~i~~ ~ I ' I \ ION OF
`~ ~ PHASE III -`~ !
~I~.LVf~+- 29N~30 ! ! '",~- ti's ~ i ~' ~ ~ II PHASE s
11Nf~ . ; , ~ ~ ; rq~R ~ ~ , ~, ,~ ~ ~ FFE _ ~ ~ '~ , ti II
;; I
W ~ „~
;`
' ~~ ~~ AY p0! , ~« ~ 261.50 ''% „ _ ' ~ 1
~,
r
IL0a2. ~ ~~~ ~ ~ ~ ~ ,., , if OR ~'~~ _~ ~. ~ _ I
t '
„
~- ~ FFE
~ _.
V.
"
~ `
_.;
~„
` 259
~ ~, ,~ r ~ ' .. ;PHASE I ~ .50 FFE - ',
.~ ~ ... ,
i
.t ,
I-~ , rs ...; ~ 5~~5"'
:~ r,s, ,~,~~';~ .1
{j i ~i. _ 1 r '._. ...
255 55
i
":S ,4~'
L ~ ~ +~ r
v ,,,,.: ~ ~' ~ ...; iy ., ... ~. ~. I
.,. ~ - ~1~ ~ , ~ ~~ ~ ~ TEMPORARY DIVERSION
' ~" ~ FFE - ' TcH
r DI TYP.
~ ~ ~ _.. 268.20 "% ;~ _ II )
,~
~ ; _, _,
O ; ~, ~.. ... .... ~.~~ ~\ ~~~,
..
_.,
~~
._
,' ~ ~ -._- '~' ~~ FFE _ " , ""_~ !,
~- a 4.
_, ~ ` ,._ E T
~; .
` Z "~ 262.50 ' ~ ~„ TRAPO~~RY S DIMEN
~~
;;
__
a ~- ~ _ ~ ._~ `s . _` i , , • .. ~ ~ sa'w x 13s'L x 2'D
..~
~ ._
I ~ ~ i
~' ~ FFE 10 WEIR LENGTH
2 -.. _ - /
,, __ _.
"' ~
` ~ - TEMPORARY SILT '"°-__, `„ \p 254 40 1
r !„.a" LL
a FENCE (TYP.) -~~ ~ ~.. ,„ ~ , > ' ~ SEDIMENT TRAP SHA
_~ -°., PHA IV "' REMAIN UNTIL
~~ - DISTURBANCE "' ` \ ~ ~ ~ FFE _ CONSTRUCTION OF
PHASE 4
~~~~ ~- FFE - ;' ~ ~ ``''~~,~ 248
'~. 250. 63 ;' ~`
ALL SANITARY SEWER ~ ~ ' ~ ,
- -- ` NOT IN ROADWAY TO \ ~ " -
~.
HAVE ENKA MATTING ~ ~ ~
1~ ROTATED G. PER ELMIy60~ MIN.g-O6 FFE ~, `~
L ~, ~~
a
o M
y+aM on
,~ ~N Pi
V ~ Ub
y~.€zo
Qo~a~
~ 'a ~
E I
~C~nZs(°
y ~
~~~v~
V .C~Smo
Ea
~~
,~ fr' 3 d
.Q h
U
-.I
Z
J
d
W
Y
W
W Z
~ rWNy o
Z LL U
U
az
} 0 °z
~ W o
U
~L Q Z
Q Q
TEMPORARY SILT ~~ 1
`, ~~ 2 ~.
5 35 a~ DEC, 2a05
,
) 3
~'~ FENCE (TYP
' - - ~ ~ o~ncxm: JEH
.
~i ~f
... 2 ,,
/

GRAPHIC SCALE TEMPORARY SEDIMENT ~~ "- ---.... !,J
-^
_
~ cx[cem: dEH
s a a z '....~a o DRAINAGE SWALE 2 TRAP ~1
64'W x 120'L X 2'D ^'~.~w..
-
-
~
-
s~•,.. ,'=5D'
W/ ENKA MATTING
' ~ _. _
, -
" LEVEL SPREADER
10
WEIR LENGTH

SEDIMENT TRAP SHALL ""-
y - _. ,, _,,0
1 5 -
-
30' LONG
~ xm xo.
'
~ ~ ~~ ~
REMAIN UNTIL ._
TD ~
~ C(~
EC~2
I ~ inch = ~ n CTION OF
SER
~ _
_
,~a1 DRAINAGE SWALE ~1 TEMPORARY DIVERSION
BERM (TYP
)
I
P
A 3 W/ ENKA MATTING . 4
~
i 2' -~~ ~~ ~,

C3
~~
~~
~„
~N~IE~$~®N ~~]E]E]~ N®]~~~[ 1
IEM~
8l q CK
° Rp JURISDICTIONAL DELINEATION MAP

vwi SITE
~
z o
N

2~
2
1~ti5
~~~
~~~
W
r
r
OVERHIIIS
RD r~
~ m°'
A /q
WETLAND LINE ~~'
l

VICINITY
MAP m
zl
VICINITY
3
INDEX OF SHEETS ~as>.vn~~isa~~~ar!
TITLE SHEET.........
PLAN SHEETS ............................2-5 ~
^~
'
LQOZ

r ~~
~~
-

NOTES: ~
~.„ \
~ ~ ~
1. THIS MAP DOES NOT REPRESENTA BOUNDARY SURVEY BY STANTEC CONSULTING
2. BOUNDARY INFORMATION AND WETLAND LINE IXCEPT WHERE NOTED OTHERWIS
TAKEN FROM A "FINAL PLAT OF WELTNADS FO~: QUANTUM DEVELOPMENT', BY BR~CKEN .~ \
~,~
~
^
AND ASSOCIATES DATED NOVEMBER 7,1888,
3. TOTAL WETLAND ACREAGE=82.3AC ~
~ ~ ~
\
~ \ ~-'.-\
~
\
~ 1
j
ANDERSON CREEK SOUTH
U ~ v /
~ ~ ~/
/

V rnrr
r
P
d m th

W GRAPHIC SCALES

150 75 0 150 ~0

~ e
ce o
:
rgeare
~~~~
AIM 700.p1 brr RvM Ae00
~ T+o~~ ~ ~~~
...Mno..

O PIANS _ y
--
-----
-
--
------------ --- -----
-

OWNER CONTACT.•
ERBT MANGUM
17fB PRH4~ OP DAVIARIPiffil( PETE COLWELL
PAOJACf MANAG®t
WIDSP~ PDYBb IIA
SPRpC I.IA6 Nf, ZdA1

PEOJKI REFERENCE N0. SHED N0.
,[l 1TI70D15D 2
V /
~ ~~
Stantec Consulting Services Inc.
~1,~5 HJB Suite 700.801 ,loose FrmYclln Aoad
S(t Adelgh,NC 27606
Tel 91A851.6866
O~G~ ~ Iii H45 Fax 9vwatade~alaon~/
~~{,V~~ H-23 H-16 I FF765
V H-1D
B•701
I4D / ~
H I
/ ~ !5 aau
H ~ B318
I-1
i B-530 ~ Bd32
U-7 &750 /
B-180 /
U~D
B~813 g.0gq
B4DB UPLAND 8545
B Jl-LD se56
U-26 /
&726 B-80D /
BSAi
I
I ~
B B~ Oe
B-/40 2
8-382 &257 `~
/O
/~
C I
&281 Q
N I B~fO
9412 Q
~ /
O /
O 8-BBB
8.217
N
z I WETLAND LINE
I
J
&192 B-125
H~N~lB ~L~"N1~~JQ1S QWt+~py~q
A~.I'ibl`~ N~,Lb~M - ?~N~p
9.5a
LOOZ ~ Ai;iV B B-LINE
q &2 ~R-2 REVISED
~'~ r ~ y~ ~ .l~ B-17o BLR-72
~L! 66~ ~ +S~l~./ ~J 11„~ 8-83
&27
&R~7
AC7
/ ANDERSON CREEK NORTH
r
AG7
AG25 A-C
/ AC48
I
AC78
NOTES:
1. UPLANDAREA WITHIN "B" WETLAND WAS RE-0ELINEATED
BY STANTEC CONSULTING AND FIELD VERFIED BY RONNIE SMITH(USACE) ANDERSON CkEFK TOWNSHD'
ON FEBRUARY 27, 2007. HARNDT COUMY,NC
2. REMAINDER OF WETLAND LINE TARN FROM'FINAL PLAT OF WETLANDS
FOR QUANTUM DEVELOPMENT' NOVEMBER 7,1998 BY BRACI(~N AND ASSOCIATES ~' 171300150 `°'"' HARNETT
ENGINEERINGAND SURVEYING, SANFORO, NC. THIS LINE WASAPPROVED BY ~ w
61 ALLEN DAVIS (USAGE) MARCH 19,1998. ,~
!~~

P101FCf HEFENNCE N0. SHEET N0.
~ ~ 171788158 3
X41 ~~h~~+~Q
1/1b1A~ ~31b'M~N~ ~'ya`.'~'
CD~Z ~ ~~;,,f Stanteo Coneult~vlcea Ina
1+~ "~V Sulis 700,801 Jones FralUln Hood
~~ 7~ RalelBh NC 27606
6~.~;,( ~ ~, Tel 9 Nb51.6866
"Q fmc 919.851.1024
wecfaHeacee
t
E~sa ANDERSON CREEK NORTH
nT
^ E~25
Q EJ07
Q E~87
~ WETLAND LINE E~ E.ees
~.
J ~
2 E~92
ES&5
EAZD E
Da929 DAO7a
EA-018 E4386
E ~ EAaoe
E-281 DA
DB F,A-001
E~5 DA-011 D-22
Ed98 , ~
Ea81 E-1 ~ AA-057 G 1
E•230 DB-0Ot ~~
E-112 , ~ ~ ~~ ~
\ ~ ~ ~ ~ G10 F-212
\ // ~ ~ DA-0D1 G95 F32 ~0
E E.~ / ~ ~ A>~~s CA Cri y
'~ ~0
E•199 E•173 / \ ~ ~ CA-014 1 F 1 ~~1
AA-011 .~
\ \ F-1
F-233
\~~/ ~
1 ~ \ FA7
1
r- - " ~ F~ F-128 F-179
\ ~
\ E-143 ~ '~ ~
Q ~ 1.28
\1 \~ F183 ~\
T r-1 ~ ~ i ~
~ ~ ~ i
~'~ i ANDERSON CREEK SOUTH ~ ~ ~ i ~
I
r-16 ~
I
I
1
~ NOTES:
~ 1. WETLAND LINESAA DA DB, EA AND CA WERE RE-0ELINFATED BY
/ STANTEC CONSULTING AND FIELD VERIFIED BY RONNIE SMITH AND
THOMAS FARRELL(USAC~ ON OCTOBER 28, 2005 AS PART OF THE DELINEATION ~FSDN Gggl TCryTHSHP
OF ANDERSON CREEK SOUTH. ~~ ~~ ~
2. REMAINDER OF WETLAND LINE TAKEN FROM "FINAL PLAT OF WERANDS
FOR: QUANTUM DEVELOPMENT NOVEMBER 7,1988 BY BRACKENAND ASSOCIATES ~' 171308150 ~""' HNINETf
ENGINEERING AND SURVEYING, SANFDRD, NC.ITHIS LINE WAS APPROVED BY ..,,
ALLEN DAMS (USAGE) MARCH 18,1988.
ae

~1~~1.
~ui~ynt,a.+olsorr~b~r ,
lbM, • HNC t
lOpZ ~~
SON
4
`r. 1
I
t
t.f
~.
~~x~I
.7
„AP C-! 1t~F N t "' c
' N E ra ~

1
560(167 BD6 .
[
a 2C1'0259U2C 56096 G 7 0 94 ~ 'r
? ? 6 3 ~ ' - `-
C
OA 6 S ~It x001
4'4 f }6'
7 5627.5 >65S uC v1 : B}
7
^ ^7a
` SE125?.FAG 1005946.0/50

2

560G57.2019

20nG7000i0
h'
.561tlC 187
b 560991.588
'19x9[0+
009464.IBEI

: ,

09%34.5.:230091,x,.,671 J

171 56219
097470
4 G. io-2
%2166.4772 0657, 5: 699 47

476 56213tl.0}9

5E'210.511 2005964.0617

7005972.8671
559990055 261;075,8851
6 %0975.942
4 2009461.9?9a L O I%4,86022005152.?709 i %2111254 1006507.7}78 472 1621212571 0059749310
4 559842.901 110 n075.63?6
155
E5 %0948
4 20091314082 '1 11, 61413J697 2009t596529 37; 562t85.937 120U6173.6389 47 %218a.9A97 2W6011.9105
5 559900.1799 20n091.7575 .
6fi 56n9}7,953
92009x230514 2 12561aJ87a19 200..15A.6351 77 562148591 02006417.9568 47 562162.837 2006077.5826

6
553895,752
220tt08B.7017
675E0905.315
920G941tttDg
21 g6
}581455 d1 4gp?214,585F )7 5621265'10 12006401.6924 48 SE2119.939 2006044.0278
7 559815.2671 1011079.7532 6 9 %OA94E56 !2D09367
k45 1 14 %1456499 ]009?35.5816 31 561077.103 2006327.500} 4A1 562761.0/33 200fip66.J1fi1
8 559778.86 2011085.8547
B
9%0884.829 .
2005JA3.!6T 21 556147497. 20091774541 S7 562092191 fi 7006}16.0444 462 562174.0?26 20061100501
3 5597x1.0764 2031114.9793 ? 0 560872 914 2 290410),41?5 ?1 6561460.1149 2009!84.8?16 37 %1079.768 200626172'5 48 562195.1969 0060717897
1 559688.962 20111/1.1892 7 1 60856
670 71009391.0675 21 75614/0.6336 2009126.9165 37 561003.379 20062287056 4B 562217.161 100fi066.8564
11 559857.281 1 Ot 1135.5657
7 .
07
Z 540824
200958fi.?942 11 8563469.I496 20091249t15 38 %1985.70fi 6200E2p14625 48 %1176,2711 2006071,7772
%1 559633.3d5 1201171C 0534 7 .
7560800.865 1009376
5059 1' 9561464.?452 1009169.6132 38! %1999.197 6 006162.5856 486 561301.3981 006072.3502
!3 559610:498 ?2011090.5775 7 x56077947} .
97009359.1x3; 22 %'.530.6959 40097064993 362 56201?.110 9100613},7854 48 562319.886 2006076.2811
1a $59577.360 20110454360
%
5 %6752 930
91009}46 7563 22 1 61566.7357 20090?1.6153 JB7 563966.76a 62006059.d513 4 562377.784 2006020.4681
1. 559%0.704 101100}?075 7 6560731.57x9 ?81°
2009328 22 25fi15$03875 20090517703 JP4 %1979.963 200602P.6?}! 4 562)99.92 2005985.7071
I 559551.176 8 010971.7960
?
9919
?580718 .
09723
4785 22 7 %ISB6.GP09 2009040.2151 385 561898667 2W6999.7?32 4 %1158.00 2005979.7996
!7 559547.553 11p109a0tW3
? .
e %DN19 <sm .
418
20o9z9+ 22 45G3587.Ea31 009016 /54; 395 %1857.195 720059924479 491 6'487.8931
s . 005964.1127
i 5595/0.BI6 320108973/B5 7 9 %0066,597 „
4 20091]80987 71 556157.71C04 200a980.6012 387 561832.!46 }2006017.7757 49 %25}2707 200593!.1767
19 5595+2.847 101U842.98a1
8
0 %0650.0)1
2009156 561/ C2 5615745699 2006960.3787 7 561783.712 6 006671.1297 49 5625u.68U 20059274220
1 5595%703 4201079E 9449 $ I 60638.191 07924<2147 11 . SE1571.58A7 2008929.1530 f{3 %1809.T32 11C060JC.7836 49 5625%.908/ 2005894.5161
21 559539.595 020107?J 1591 A l %0609.152 ,
20092190894 1 561587.181""2 1008917.9670 390 %1785,130 120060?7.88?1 a9 562569.9887 1005845.5680
2 554567366 20!673?679} E }SE05976%. 2009?10
8?55 12 9%1596.8?51 2008950.6646 391 61B074yp 910030594a54 49 Sfi25B7,78J7 10D5805.6659
2 559591.%0 71010710, 73+2 6 4%0558876 .
10091858379 23 0%!617.54 20090364900 391 %1824510 02005Da8.1203 40 562600,0576 2005808.4551
24
` 559576.{!5 9 TOIOfi7<.OnA 8 5%D%1 1459 2009159 2b95 11 Z %t54404'25 20090fiJ.5945 197 %t8%.94? S Z006G791EC5 +9 5b2592.55F4 2W58%.5785
1 559562.717 2010631936; 8 5560546.914 10091/?
5196 23 3'61590.4"86 ?009051.2}87 391 %1879392 820060$?4592
16 559542BA1 1 20106 39 3 7!1 9 75E0513987 .
100911r 797E 3 '561?479627 2009020.7?33 399 %1912.6777 i0D61o271Bx
17 55952181112810662.4359
A
R Sfi d5/
05 85
] I o•
20090 fi. h.' 27 556'772 8196 20040170092 796 561877.691 2006088.2574 499;562600.4301 2005B33.Oa00
2tl 559511}12 2010698648: 5 95FQSJ7.771 20U905959E~' ?7 E 5d1Ef',593 1009000.3715 }97 %1850,22? 2006065.0965 SOg562620g1<5 0058024206
29 559521.7421 1nIC7J530B4
9
0 SEJ5}7.Et9t
2009616
677: 77 75f187i'1F0 2COA99a.9078 398 %19J9.i69 910060964xD2 50115fi2630.3A2J 2005785.41)88
X0 5595233?11101077!.6672
9t .
E05t7{t}51009011
046' [3 6569616':"5 2109704.8116 399 5W 782.?27! 2006081.81'[
~ 502%265!.8017 005616.5180
31 559501.6974

` 201078717
a1

0

.

t n
4
2.E. 936963 .

7
5 •.
200898
E.5_
23 1
9 56 96
1 s

2009 99.73fi6
a
0
!
58 777.0 7
1.8

00609 7 t'
0 1 u 5D 44 !
315616 .B 70
200566x. 85fi
1
32 59465443 2010611.-791

y
5 d 7
3.E0 93.02 6 .

2 7' '
408968
J 2x 056.5 n.. nF 009988.8541 apt 61796.0984 206E+40.}362 SOa~%2fi32.5B5f 2005894.fi%4
11 5594
586!3 1
0708 C.Bt^
5 .8

3

%0507.0}8 .

7 °41

N1089 , 9
^4
..
t I R .
Sfi 92! 6

0 7
t0 9959.}8 7

4
02

1 1
%80 .fi65

3

1 4

1000 6 9943
5755E 655.9144
Z
41
200590fi.52
3M1 55 d 1
9 3 993
7 2010 ! 4
857.59

9

74
%053 8)7

/

206899 .9 6`
9

'4

%
93_. ~

008076752'

03

!
%
805.5883

006!83.7 1
06

506562761.01'
[A

I 7
0590,623
0
5 55944 91
B 7 I 41
B 20 0905, 4

9

6

5

.66555.834

0

.059027 814
4
2

7 .6 5. 5

009 %3
9. 2851
4
C4

%17 6 1
9 ,509

7
.00E 07.7 0
T 5 8. D
5 7 ,62669.16 1
5
I
77. 1
0059 OA 3
36 559406,802 20109535977 5' %0%6,551 7735
2009051 21 4%9 J13 2004.B9S,3A4? 405 %179/,1061 20J6121.16aa SOB 562607,894 10W010.9283
;!7 559400.643
J591Ba
623 201pg 1.2919
12010968
09
9 99 560576.7917 .
1009081.0660 14
4 5 %950 c57.
4 20088800318 <06 561785,5715 20062187616 50958271727`0
510%274 1006055.0905

59
40 ,
559a715490
559171
99 .
2
2071G7C.a444 0g

10 560596.9329

056C506.W9 2009117.2844

1009141.3"?0 2
2a 656.9EF..5
?5fi 1372 8055 2008844.3002
2006809.7499 407
408 %1795xJ76
561?79.21 20W!79.a2?g
2006149.7409 4.0505
511, 62751 4775,
2 070.1230
006090.7538

.
08
201 1019.2261
tO
t %0626.6031 200918219'.5
24
8 $6!9]46JBa
?008789.6079
408
561776.1469
006116,4371 51
62750.7557 fil%.2140

41
5946B.8985
201Ip65.1176
10
2 %0617.93)5100920I.O1IB
?4
95619?2.'713
^006765.9455
di
0%1743.9572
1006098,3945 517 627781171, 00616},5745

42
599466 7481
20n113.5t84
10
3560684 475120092487659
A24
95fi1965.8017
20087fi4.7055
41!
56171?7377
0080474292 514 fi2793.233} 1006216.5635
47

1 559481964

559185.5376 2011147.6672

20171 90.666}
!0

q 14
4 580662.0020 2009271.8696

45606807876 26092689480 1

251 %1984094!

20111571 2008?42.6412

009716}422 a1

41 561664,197

561690.715 2005050.:Ofi8

2006021.}49
9 515 61784,941}

Stb 628x0,5556 006?75.9857

006320.0237
w 559473.OJ22 20n207,}690 ,
10
5%0773.79212009293.092)
253 ]
562034. i0.7
4LOB6fi1.559/ q
14
%170x.015
2005996.2800 517 184772x1 1006%).9793
4 559450.154 20n218.7J79 tU %0764.832 2g0970a.71a1 254 562052.63 10086394295 x16 5617}4.2709 2005982.8411 518A562B99.BSB8 2006}78:8860
4 559404.6681 0111!2.2751
10
3999
7%0792.94 2009107 257 %?!34.9?77 008562.703? f{x7E 561749.05 2005962.28x8 519;5630219465 2006416.0253

S593fi2475
2011188.0701 .
%OAI7.02092009306,2587
256
5621}9,3101
2068535.%}1
4!7
%I76379B5
10060!1,3JYD 520; 561971.7196 10064JJ,7651
44 559357.505 2017183.5224
%0848.7046 20093271114 259 5E2!34,259 2008497,010? 413 %t79p.3532 20060U1195t 522;5fi703D49 70 10064 39.J104

5
559316.9279
20311%.8%1
!4
0 %086/.05892009356.7104
161
2153.572
}2006437,?180.
419
%t8041Pa6
OG59B6.90Gx 5?J;Sfi7011.6?79 1006486.4048

51
59299.1837
07!110.!469
11!
60881.2810 009J7fi.0548
262
5E2145.7jx
!20D6386.2639
42
561763.7914
2005911.2!35 544;562997.51 17, 0065082257
5 559265.224 2651096.8129 11 2560905.956420097741246 264 562'318797 20087}1.?514 421 561837.7518 0059124877 5251%2997.909 2006531.9741
5 559240.022 1011090.52917
1l
3 %0934.4%7 2009374.5345 265 %2178875 2008267.1321 x2 561864.884 2005929.1671 5261%.10W.5B0 2006577.5435
5d 559210.9459 201fl08454a
114
%0944.57!9 609773.1494 266 5621BOAa2 2008215.C080 /7 %1914.5946 ZW1976.9825 5171%19fi2.399 2006579.3511

55
559218.494}
201 1156.71 26

115

560975,936 2009384.1147
<67
562.71 4
%'4 20087959264 x74 %19}7.0162 2005 9 26.8866
528!%1956.9157
1006607.2505

56
5591/0 W4!
2011175.J969
1!d
%1028.9364
009377
0260
188
%2172.}26
2006182.692E
425
%5954.0158
00%Al.>351 529;%2967.928 2006627.0!757
57 559158,5}03 20112?1,1541 117 58107}.96 .
10047&77574 269 %2167.Ot44 20U81a1.487G 426 %1977.3p36 20C5881.S55E `x0;561997.7232 2006674.1599
9593031421 0712%.9594
IA
%!067436
10094:2
767"< :72 562!79.28' 2008003.5617 427 %t9a8.7196 2005851.d191 SJIj5629715657
' 2006719 x800

59
5593'?7.69t7
10n?90.1051 I

19

%109369:'1 .

1009444
2.62
273
582111 70 .
2' 008021;102
2 428
5
%1966.93.0 2005818.}SA9
'56294?.31}112
572
1
0 0 6 7 21.5074

6
559366.?131
2611193.51 95
'4

561099.750 ,

2009477
5090
271 t
,62092.66
100ECOE.9fiae
415
%20195056
1005609, 76>fi 517;Sfi29467306 1006750.03fl7
61 59398.83X 2011266.8146
121
%1109
63% .
?009477
9}?6 276 56200579' 100:'95:.4349 a}0 %2018.634 200579x.1xg0
5}41562950.1107
006793.4W3
62 5594 54 9021 20I1R6.a0'.9
112 .
%3777.6544 .
20044}76?D' 177 56:113298 2007965.52aA 431 7056.57% 1005785.0744 535;561939.006

' 2006837.55161
6} 5591806699 2071291.596'
123
%11%.1568
2009406 0491 278 56;1519.1'. 100?9E759a5 43? %2070.8141 005`7'2.d0Et 536
,56291935031 006868.7691
64 559525.131/ ?On296a%° 124 561151 8517

009}79
<^^738 179 561!5!5376 200"4199613 a3' S61064,8515 1005751.2.14
5
}?~SE2859,829 2008842,5203

E5
559575.&17
'1C112992F7E
'.^5 ,
56n71.P8D .
0093526'1',
~
2
562'59 >a3
200?8919145
4i'
S6206A,CdB
1605]}4.8167 53E;562937.1L 2008819.775E

E6
559580.872
"0132486
1.6
.41.76. 08
100330
51
931
E2 C :9
n.956'61
43
%20E 1..75
CC%47: G 579;SE28G7560r2 PC6837'2S7

67 5
58584?819
1011368. . t

19

'6 NO.SU9 .

00921, 31 Sa
2b4
56 Oe 8
Z D A6. 6 e
476
'E2t 15
$nt . 3 54 y62 'a 9.?2~1

' 0Cfi9a74155~

685
59549807.
20114? 9.n1}
fl A
. C9.SC
00 26 .'0..
B
%.7 3
A,. +
4}
564 4C9~
NS 5 xI
Sb 68 i 0? 006867?lag
9 5 95x1 7928 1} W6 0 ~ -a
- 1
5^11.160 30
W9"05
98 E 3 a + 6 96 a ~6 !t R 7a 00~fi' 4 561 x ' 1 b .12 106854 f0a
05

'1 59517x1

5953
DI 19, ^~

~ .
nOg g7_
~8
, 9
5b
4
'
C 7E.
'
x3
5610 6 '0 5 9
- ~ SAa.2G10I2

V4;%
`
547d2
28 0068454490

0
687
7

`15 1.4090

61 }9
5953! O IF 958 1
~'
%I?4F., 49 100915' 695E gg

iA? 4
~E
A
5E I h
.
g as ,.e4 61.5101 645^dE.?E.

' -
-
,
545562505233 ~T 42G
D
2
W6AB9
1353
736 .
594859451 10 1557 903:
Ot1E88.P89'7 133
1 w %1145.8584 1009118.0729
%'328
fl6xr 2009064 0505 29~ ,k>
561979.819 .C.. ,),
;76771'. uJO' 4:1
4a2 582!14097
561144A516 ^0:'5591 ^0
•
1U05597.?981 61E1562d68.%Zy2

~ .
0D698}.2809
%45 59/27,1461 011700.2475
35 .
%1221.3622 ?000047
!8[4? '91 56'.8'5. SCIE? 2001701^581 497 5fiC139.p1G 100%56 <259 +7562431,806412
1 006884.1541
755 5977],7}12 2011694.3638
?36 .
55!21 A
90061009016
G6L' 29_ 56!806 i9EU 10076?269?7 x44 %21;1,9p8x 20056x<.7315 5+9!562797.86? 2 DDfi89i.bE5,9

7A 5
567240110
013686.8718
77 ,
.
%1104
6134 2008984 2400
Z9
56!771 6377
2067630.?259
x45
562164.603
200%?8,8285 S4g,562/111263,
~ 069273572

775
59ZB89144
20n707.B442
,
.
1}g
%t^99
2786200896065b:
294
561751PE.
^0076621250
w6
56Z12+.7729
407%56.3043 551
5fi14 6 6 95 2
! 2.; 007049.43}6

?85
59150.3689
20117+x,t98x
!3g ,
.
56!7971478 .08934
8672
295
5817274',; 7F
2007%2x964
ae7
%2114109
?0056892895 552i58243A.21?6 070917009

795
59239.4968
1011?13,4]54

!e0
.
794
SEI758
91E 2008875
296
56!0875ti7
290?Sa}.6657
4a
56214863R3
1C1p5719.a?;! 553;562454,747 2 00it17.O6A7
,. _.
141
1x2 ^
.
.
n175t 2008840.066.
1
' 297
19 %1634.282
56!571.x57 2007574957%
T007555.<9?: 4<
a %2121.1694.
%2121.065 005757.0?56
10057?9.1977 5541562477.886 2
5551%2/9114932 0071x9.747+
007124.0131

t4 %1t
6.01062
294
%!098 008g17.85<
9
2008:61
6350 ^99
} 561547.8;99 2W?540.0247 451 56107?.7821 OGSb75.9653 5%;%NA1939G 2 00716t.t.OR7

Ia4 .
1101
1109 ,
00873?
5835 pp 567472.970 2007551.7189 45 562094.1920 2 005670.3240 557{%2104.1691 2 007282 9 201

!45 .
%1096.911 .
4548
2470%95 3tll 7a J21779 2C015/87256 457 56213262622 0.158586762 558;%NB4.977 2 007255.8479

146
561078.78 .
1008658.2179 701 56+365.806 100?529.0998 454 %216/,96772 005806.7556 559;56250t.110q 2 007278.6514

147
561074.9849
200g61B.6501 }p} 56175!,2614 007511190] x55 %21dB.65692 005795.4%3 56~5625t030Bt 1 007}07.1706

14
561063.0700
2006590.7871 304 %i3%.619
14 2007/98.1912 456 562232.50502 005778.}855 %I%2515.75%. 0
5fi2~5fi2519
1192 0 0737).1788
07401
0556
149 %1054.086 2 008%4.4966 }p5 %
52.611 200751]72fi9 457 562244.5672 2005778.526) .
Sfi3i562520
860 ,

150
1
1
561048.31922
1
008516.7231
4 .706
J0 %14627106
%7547012 2007517.6920
200750/.1615 158
159 %1236.4409
5fi2178.02t 2 20057 72 5111
00573x.7564 .
2
5641%2486.244 2 0071x5.0698
007468.2733
5
151 10
6.80592
56101208542 006
970720
008175.4887 }0 561622.164 2007501.7267 x60 562300.51 1 005747.225? % %2165.714 2
% 56246t
B3041 007486.4077
007a90
1
7
15
154
55 %0982617 2
560986.4266
7664
%0980 00&38.0627
Z008405.)OSt
200838}
2017 3D
}! 5
7125 561681.9723
61717.!157,
61797,3:2} 20075099538
007524.2902
1007645.5304 461
162
<6} 11914351 005762.7168
%2248.867 IDD5g07.6a43
Sb2374/28120058029792 .
% 561168.70] 2
S6B~562499.16%2
5 .
08
001513.0828
007571.8195
t5i .
%0986.1{81, .
006353.0124 317
]Ia %1825.33162
%181065711 007686,4047
007695.9717 46/
985 562197.9818 005849.1335
%1!61,2444 005870
8217 569562539.%1
2
57 562574.509 2 007537.3633
007570,8822
15
158 %0928.987 2
%0893.089 1 009318.1080
006296.4}]B 315 6t939.0976 20U7697.889E 466 .
%1177,3810 005902.9711 57! 61514.980!12
577 5625 1 7 1 007577.6073
A
159

I6 '$60876.5761

964
560865 2008269.}000 716 $
3195
200824P
8aB? fi79870449
61098615 ?007714.98?C 467562182.715]20059150GIA ~ 0.52,007612.6747
?007'90918} 460%2180,66971005968.8237 577%2482.62 1007649.8079

161 .
0855.1297 ,
}4 5
008224.8185 321 5 6415}7131
fi2187 fi1I4 ?007794.1713 469562171.44902005973.gg59 57e562448,8681~2007696,408B
0 5?5562415.251} OO77f).67N
1C0?785
6101 470562191
97x7
JO<}
o59sa
152 %08!],877 2005x99.7198
3225
61+81.5x'7 .
.
,
.
tr 5161%2365.95522007798.8017
400]786.: 34 471 1214.09912005962
6621
163 580797.J7}I' 1008760.065t
32 5
622!3.3558 .
517562334,6161 007769.8862
20717479696 472%1219.86062075967
9974
IB 560787.48 2006142.7752
315
fi12619640 .
57 562196.74?,2007746.1259
100i'22.1018 1?3.611E4,76U920C5973
'.~535
16 560770.167 2008117.0560
725 %T274'ET, .
100n40 E134 57,567286.7644,?007152.3632
16 5607a9.1906 100809g.945t
31 %2?73.077 16Cn SBOI561265.657g20077)9.1]80
20"v7693
1 .. 560738.12} 200808fi.3a5C
3285 62368 038 .
6?9? 561 67I470!14;001870874E
2007654
16 %07096114 2006041.4675
]295 623"..264 .
<517 SE2567130.12681007091.I997
100760%
!69
7]0 58Ct671.Ok9
560656
1% 1007999.6~N.1;
3l 5
?007964
w7° 6243?.72 .
26073F80865 `.37j5fi?213x11912W7909.7994
5
5
6
i
'

171 .
5606E79057 .
)}I
>6C7935.6a28 7}:5 1468 7922
62454609 ~5
9
12
.2.3961
200)952.3536
20075}0 }801
p3E6 %S;SB2Z10.8341i200B009,9D77
100752i
t 77 56067t,2906
? 10G791C16505 33 5
8 6144EA64 .
1007893 E726 - 586;562219.0/3212008080.9838
' 73 Sfi06971a
9 2007947.21
,1
334%
=11a.7;7~ 5E715E.14283714.2008124.?966
10J7x4d 1859
t7! %0701.506 200?68182:
q 73 S
> GT413.i164 2N?484 0574 568;5611}4,2973,2008131.9014
1? %0726.77 006010.546s 7 % i<30.A69 7'h :44~ !061 5A9j5622'43.35452WB768.27A9
!?6 %0181:5784 1008038.9510 339% .426027 2G.`Jx?~. y7= 'GI 3?251)!?71200$133.1555
172 5fi08021560 1(xJ60754609 J+ 5 6:4097%7 7007}P}490 59!;SE1?6i 570;70081769'8}
? %OBJS.fIt7 008121821E 341 .1384 i5}6 100?7580882 547562?65.31%j7009J1I,5G71
1
7 560859.867 ZfN6:72.a551 3a15 F1414..i737 %2<i8249;400B797 x7!0
'7?5 5°7,
10p7?74
Ia SECB69.1 10094'6.0975 1595 62417.09 .
2007''[x0.?483 9!;%?176.36+t 10004176911
tP1 550858.aA75 2C09221.5dE5 74 S EZ4}6.8612 ?007'.3.7552 5?5;%21?3003"!,2008464.6!26
iE %OA645851 1008132,6159 3465 &a%.9JA 20072!O.E225 `:951567?81.18591:008+54.07:$
18} 560881029 ?0042?8.4510 7475 62407.21E4 Z007157.47gP 9?,5612?5.75[ 1008577.0902
t9 56092891 1008?66.5454 348 % 1465.NB 200]705.1591 59Aj5E231Y.31922008533. 1]71
185 %0475.180/ 200830.42[0 344% :4742887 1007225.3138 5?915621513?162008536550[
189 %1004.994 2008)49227 } 56 2471.8515 007200
4019
187 5E1033.574 1009790.3765 351 g ?4909916 .
0077606?34
tgB 563051.)244 2006426.2239 }5255 2475.9819 20071240161
169 561082.808 1008459.4036 }5756 74750994 2007'13.4583
$199 %1078.820 1008456.8995 }5156 21t3.B6J4 OO7v^969B21
sg 561104,71552 008463.7588 }5556 2415.5576 20D7076.fiA06
191 6t 116.1035 0084+4.150: }5655 1416.0854 20070x146'14 '
19 S61I47.2911 WB450.7770 75756 240].609 20070J1.23?9
t9 56113x,714 ? 0084; 1,7233 758 % i399.3D12 30069fl2.5t98
19 %1119.4017 008506.8037 75956 23PA.8029 1006940.5<76
146 %!125.1} 008595.4'9E 76056 137!.5%1 2006893.1879
197 1!17.75@2 008663.15-1 761 6 4}80.5476 006855.)696
t99 561155.51022 00877t,B689 76256 1369.464 2006828.5784
2 561162.1169; 0068239824 783 % 2749.862 2006804
1819
20 %1224471. 1008913.18!8 76556 ^]74.2811 .
OW7758/u
20 %1178.0771 4008979.50?7 36656 1191377 2006719
9430
20 %!151.01 33 009011.[311 1b75fi 22%.0575 .
2006687.5746
206 61178.504 2009084.6063 3E8 Sfi 2275.9697 1006667 7E53 '
k
384.961 200.4)88,8895 N £
S49.IB81 200881].1954 871 561384.39G3 20093!F.?665
318.31}6 2008854,6190 87 561359.904 20093359375
?80.656 ,2008900.7047 87 S6UJ7.8+6 2009557.3970 a4''
'
!60.2161 008928.7737 87 561)08.9016 2009377.!697 .t:
?197th 2008966.8647 87 561280.556 2009}98.9692
?72.425 j008990.24fi5 07 561250.438 20094x3.8!09
?97,856 2009020.6017 87 %1225.8447 2009490.7603
171 5452 009046.0436 87 561251.7000 20034914235
160959 2099087.1049 901 562854.517 1006431.6137
^~
'
101.270 2009107.6824 '
"
!79.Bfi19 2009124.5899
130:022 2009143.9668 1 ~! _ ~ n [ 1
197,477 2009180:6819 V L
74656?693.079 2009308,0310
791562766,745 2009706,2112
.74656T8f0.i6J0 009298.9)02
749 462448046 200929L837x
1 562679.296 2009279,5625
751 1945.6131 009161.9011
752 563014 675 1009267.7500
75356307B.fi53 2009251.0440
754 56311812191009254.1679
755 567170,1857 2009237.7660
756567209.907 P009232.i8a1
757 563 1. 1 174
22 OS 009 .5618
Z
754 Sfi7240.9 ~ 2009155.0700
3
.759 563 59.47671009136:2169
2
7B15fi}315 9 0091 0,8846
63 4 2 3
761 3340 057 la -.7 71
% ,5 ?009 5 9
76 SE3365.467. 1005761.34?9
163 563404.4669 20091'76.2697
76< 56119 }6672009212.1121
16 5634]5.5418 092%.7965
766563911.1189 0092816483
767595374.82 2009291.0179
768563323.1575. 009291.7782
Stantec Consulting Services Inc.
Suite 300, 801 Jones Franklin Rood
RaI6IBh, NC 27606
TBL 919.851.6866
Fax. [phone]
www.stmteacom
I '
r~~ll~r1
PROIECf REFERENCE N0. SHEEF N0,
nl3omso a
23 558315,004. 2gD5423.1601
2 558331.496120051¢1,8.874
Y{0 5683241' eS7 100652$.7982
2 41 556 316,7325 005585:4015
24 558327.Sfi2 2005$38:5090
24 558328 96512005496:8750
444956338879 2005717,6730
N 5563393449 ?00'yF57;5aBg
246 558}59 0665 2095796;9818
247 558344.35791008@5 '3 7
o.ea
4 I BE 4
2 55833 637 0058 695
4
249 97 B~ 51r-5
S,r82 ,9 200. 6
09
a
2 558.98 0 52005955 5 5
85
251 596192 8448 2006E+0B 8620
?52 558262 3856 200666] 8107
Z5 556248 t7532D081097g37
254 558225 598BTDg613Z976}
255 55 8 209.97192008186.776 fi
256 %8105:8665 2906222.4011
251 55A2J144$11D1162$1.35fl5
258 5584477074 20062%53065
155 558'!53.0018 208621„4936
16 558265!5712006184.9010
261 558206.fi296 2006150.4675
26255837I.I1tfi 006125,1210
ANDERSON CREEEN TONNSNIP
HARNETF COIMIY,NC
" Jn3aolso ~'""` NaRNETr
"I-LINE"

flJi\YO~ a71~\IyI.M`1,W1 l3 ~IVW ~VI\1' 4
LOOZ ~ ~iON
~~ ~~~~~~
~~~
A
.A
A
I A
A
A
i~
AI E
A
A
11 c
"
" "AA-LINE"
~ G-LINE
~
176 557276.526 2011199,1264 m-~
.
8
J
137 557216.6331 2011150.4617 as-07 55
907.0 200 87.96 "'O
`
138 557167.1875 2011285.0097 `~ ` aa-00557915.742009076.70 ;i2

739
557137.0183 r
20113}5.9696 0a-0 557926.7 2009023.19
f /D 557081.7121 2071JT7.3739 A aa-003557905.272009003.99
~
141
142 7051.7676
557007.066 011745,5688 00-00 557934.60 2008984.37
2011752,5107 a0-005551939.41 2008958.93
-006
7
7
143
144 556987,846
556951.7978 965.
8200~920.95
55
2011789.5750 aa
~""~
2011779.9059 as-006 557973,72 2000090.24
145 556920.021 ~ 2011405.8619 as-008 558003.58 2008803.29
146 556003.2026 2011461.5970 as-011 557998.97 2008869.28 ~i~-y_ -
'
147 556876.1167 2071519.5465 aa-012557947A 2008815.22 VVw~1R,fK~e>r
146

149 556900.089

55698L8614 2011513.1990 -013 557924.67 2008809.31
aa-d 557889.08 2008788.05
$tOf1t8C CO216t1ilflg $OfVIC05 f1C.
11815
7307
150 55702}.ip15 .
as-0 57850.622000762.86
2011619.6726 00-016 5704465 200871078 $17116 )00,801 ~Df146 fl'OOkin ROOd
151
152 7080.134
557726.147 2011587.1497 00-017 557844.68 2008671.38 A0181 h NC 21606
2011638.0428 0o-018 557859.51 200064L95 9
157 55715J.4686 201164D.77fi8 ao-q SSTBB2.96200060L04 iBI, 919.851.6866
154 55]2024991 2011649.0914 0a-020 557898.61 2008511.69 Faz. 919.851.7024
155 557230.97 2017707.2351 0o-021557929.0320005fi.95
Od1
WWW6TOOfBC
156
157 557237.1483
557210.2886 .
2011740.0698 a0-021 55 7975.92 2000484.96
2011786.3975 oa-02 8009.44 2009/6075
758 557176.4577 2011787.4292 as-024 58021.57 2008461.39
159 557125.820Q 2011777.5771 as-02B 58029.07 2008386.06
160 557086.5291 2011777.2589 as-03 58091.28 2008361.29
161 7082.7510 011817.7661 as-03 58072.55 2008370.99
162 580
551005 2011837.3165 as-032 58098.86 2008299.57
163 .
557085.842 2011856.0575 ao-073 SBN7.55 2008265.80
a 074 SBN267 2008239.45
1fi4 557127.J295 20118fi4.37}e aa0755801.98 008220.14
165 557189.286 2011874.5665 as-076 558201.03 20000473
168 557204.329 2011004.6567 0a-037 556220.72 2008132.06
767 557240.8851 2011910.3974 aa-0955582%12 2008024.93
i68 557270.IB96 2011805.2226 as-046 55828056 2000016.31
169 557296.869 2011947.2424 aa-098558270,78 2008006.49
170 557316.07 75 2 01197 6.7315 as-049 558260.77 2007982.35
771 87367.2586, 2011979.5973 00-050 558301.55 007959.49
172 557405.423 2011960.3159 a0-051 558315.222007915.60
176 557572.375 2011841,1976 a0-052558331.6 2007091.16
777 557537.914 20718222471 as-OS 58]5713 007869.46
778 557535.084 2071827:5788 ao-059 58780.98 20078A47
779 557534.4546 2011806.7752 as-055 5839262 2007808.25
180 557570.1888 2011799.44J2 ao-056 58410.54 007707.89 D
aa-0575584543 20017%54
- L N E
781
18 57555.649
557610.706 U
2071870.3917
2011816.6718 as-050 558427.91 2007722.4
5
4
7
0076
5
4 N E
1 557842.130 .0
58
266
2
8
2011814,8165 aa-059
x0-06 558909.692007656A2 db-001558792.662008000,93
784 557674,0831' 2011784.0248
a0-061 558799.51 2007617.61 db-p0 558410.78 2008026.27
185 557897.0682 2071750.6741
aa-06 550786.90 2007563.27 db-0 558436.29 2008060.01
188 557705.3091 2011728.7811
as-06 58784,01 2007572.14 db-0 558483.97 2008051.09
187 557702026 2011701.6786 aa-Ofi4 58782.602001996.51 db-00 550530.15 2008052.81
1 557)132879
75 2011617.4972 77 f1 as-065 558400.4 2007958.61 db-00 558563.71 2008093.61
~-LINE
7
190 55770 .82 2011609.6
500
aa--061 558430.98 200740791 db-DO 558593.97 2008108. 6
181 57754.235 2011567.1871 N E a0-06 58957.87 2007381.13 W-00 558618.57 2000127.35
192 557767.7251 011569.7509 0a-069 58480.41 2007320.97 db-01 558650.3 2008U8.17
793 55777}.6B91 2D11533.6420 aa-070 58491.952002278.82 tlb-0 558692.8 2008145.88
i 94 557761.7058 2011498.5610 aa-071 558498.9510D724B.00 db-01 55871034 2008153.75
19 557807.4103; 011468.4097 as-07 558507.88 2007220.47 m-q 55879269 2008141.67
196 557824.287 2011446,8088 x0-074 58502.97 200759.93 db-01455877L96 200811.00
187 557838.99 2011476.5894 m- 55882403 008122.71
1B 557851.5112 011389.7738 W-4755885515 008111.20
7
1 B9 557804.02$ 071359:4403 I ~ A -LINE c0-d 558909.2 200807219
2D
207 557945426
557969.3786 2011700.2330 N Q db-02 558968.91 2008050.98
2011262.2777
0498162 -

202
557901.6708 .
co-001558065.2J 20
2011288.9572 ca-002550080262009003.95
203
204 558011.017
558035010 011215.8946 C0_pp 55811x74 2009028b
2011180.6006 c0-OO4558I46.65 009034.54
~ 819351 20090454 I U P L A N D- L N E II
5
7
~
206
10 SB.6075
SSB
2367
SSBI96 ca-006
5
201109
.490}
2011062.6653 as-00 5486.26 008994.93
20 .
558218.3570 2011012.7191 ca-00 55467A0 2008978.89
co-009 5433.76 008954.33
2 558241,6924
~ 20109BO.BJ02
8105.82 0089]6.99
210 558267.227 2010864.5097
c0-On 8097.2 008900.94
211 583112.8188 410973.5097
o0-OR 58087.91 008871.77
212 556729.6015 w-01 5807476 00885261
2010981.0756
217 556294.747 2011018.6765 ca- 58063. 2008896.62
214 558247.69 2011047.0891
218
218 558214.998
5582472185 2011065.4286
1578
071087
E"
217 558782.51 .
2
D A -LIN
1011105.3414
251
1478.8078
767.0966
1229.5697
1256.0285
1274.5572
1283.4896
1301.8461
1137.7285
1338.5366
I}64.8185
"B-LINE REEISED'
13s4.a141
]458.6240 1560881,4610 009893,4029
1360.6286 580722.39632009928.1928
1790.8713
1429.4281 560758.95492009950.8164
1469.4109 560798,94872009991.8419
1515,8148 560805520620100133921
1551.1463 A 560799.8771 010010.4297
592.2152 6560787.35272010053.3985
1618.2451 7560769.43912010060.9841
1610.9706 0560737.58642010109.8621
16728027 9560720.1855 010174.0552
7a,2561 1p 560702.194 2010158.9807
1772.4243 A1D 560598.7554 2010415.9207
I )420492 11 606818561 2010186.97 58
1770.9862 22560842844 2010214.6230
1800'0527 13560684.6015 010]06.9951
1843'38114 AI}58064256972010217.1469
1849.9376
1854'}891 013 560639.2776 2070221.3098

852.6278 C 13560647.4365 20102420580

10853.9507
47104 7 560676.54972010277,3993

Al 580650.1873 0202M 5490
2014.
0348,7964 11 E A -LINE"
0384.8824
7401
8433 E
N
.
0446.209) 4.44 084
17.fi9
eo-00 55B
ea-OD 558171.01 2008448.78
0482.3909 ea-00 558757. 2008967.4
0520.6762 ea-00 5587562 2008479.61
0561.6548 e0-0 558778.7 8525.27
0597.0139 ea-00 558786.7 008564.91
0614,5244 eo-0o 558807.6 2008599.65
5786
0627 58823.5 0086/691
.
0667.4283 ea 00 58849.77 008663.92
ea-DI 58851A 8615.25
0663.7072 ea-0 58842.0 200855370
0663,1527 ea-d2 SB86B. 2008516.40
0687.9412 ea-d 58885. 2008496.09
6770
0696 e0-01 5891075 008998.73
,
)707.0773 ea- 58922.73 008959.18
588806 8479.27
'~ eo-d 58872.74 00845.71
5889078 008382.18
58850.71 008378.98
0-02 58822.85 008390.80
e0-0 58198.54 008902.94
ea-0 58149.)2 OOB4M.79
PROJECT REFERENCE N0. ~ SNEET N0.
r 171300150 5
ANDERSON CREEEK TOWNSHIP
HARNER COUNIY,NC
°~"1A300150`tl11i HARNFR
®e o4W n
rJ E
E.
SBH~s58532.8808~2007106.0241
SB9IISSB517.9520 2007152,9387
590 558519.2144 007175.4477
"F-LINE"
!1 F

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Pro'ect/Site: Anderson Creek North Date: Januar 31, 2007
A licant /Owner: Anderson Creek Partners Count :Harnett
Investi ator: Amber L. Coleman State: NC
Do Normal Circumstances exist on the site? YES NO Communit ID: U land
Is the site si nificantl disturbed At ical Situation ? YES NO Transect ID:
Is the area a otential Problem Area? (If needed, explain on reverse) YES NO Plot ID: Anderson Creek Drive
VEGETATION
Dominant Plant S ecies Scientific Name Stratum Indicator
1 Horse su ar S m locos tinctoria shrub FAC
2 Flowerin do wood Cornus florida shrub FACU
3 Lobloll ine Pinus taeda cano FAC
4 Sweet um Li uidambar st raciflua cano FAC+
5 Bracken fern Pteridium a uilinum herb FACU
6 Common reenbriar Smilax rotundifolia vine FAC
7 Wild in er Hexast lis arifolia herb FAC-
8
9
10
11
12
13
14
15
16
Percent of Dominant S ecies that are OBL, FACW, or FAC excludin FAC- : 57%
Remarks:
HYDROLOGY
[ ]Recorded Data (Describe in Remarks)
[ ]Stream, Lake, or Tide Gauge
[ ]Aerial Photographs
[ ]Other
[X] No Recorded Data Available
FIELD OBSERVATIONS
Depth of Surface Water
Depth of Free Water in Pit
Depth to Saturated Soil
WETLAND HYDROLOGY INDICATORS
Primary Indicators:
[ ]Inundated
[ ]Saturated in Upper 12 Inches
[ ]Water Marks
[ ]Drift Lines
[ ]Sediment Deposits
[ ]Drainage Patterns in Wetlands
(in) Secondary Indicators (2 or more Required)
[ ]Oxidized Root Channels in Upper 12 inches
(in) [ ]Water-stained Leaves
[ ]Local Soil Survey Data
(in) [ ]FAC-Neutral Test
Other Ex lain in Remarks

SOILS
Map Unit Name (Series and Phase): Drainage Class:
Taxonomy (Subgroup): Field Observations Confirm Mapped Type? YES NO

Depth Horizon Matrix Color
(inches Munsell Moist PROFILE DESCRIPTION
Mottle Colors Mottle Texture, Concretions,
Munsell Moist Abundance/Contrast Structure, etc.
0 - 8 10YR 2/2 LS
8 - 18+ 10YR 3/4 SL

HYDRIC SOIL IND ICATORS:
[ ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
[ ] Aquic Moisture Regime
[ ]Reducing Conditions
Gle ed or Low-Chroma Colors [ ]Concretions
[ ]High Organic Content in Surface Layer in Sandy Soils
[ ]Organic Streaking in Sandy Soils
[ ]Listed on Local Hydric Soils List
[ ]Listed on National Hydric Soils List
Other Explain in Remarks
Remarks:
Too many uncoated sand grains
WETLAND DETERMINATION
H dro h is Ve etation Present? YES NO
Wetland H drolog Present? YES NO Is this Sampling Point Within a Wetland? YES NO
H dric Soil Present? YES NO
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Pro'ect/Site: Anderson Creek North Date: Januar 31, 2007
A licant /Owner: Anderson Creek Partners Count :Harnett
Investi ator: Amber Coleman /Melissa Ruiz State: NC
Do Normal Circumstances exist on the site? YES NO Communit ID: Wetland
Is the site si nificantl disturbed At ical Situation ? YES NO Transect ID:
Is the area a otential Problem Area? (If needed, explain on reverse) YES NO Plot ID: Anderson Creek Drive
VEGETATION
Dominant Plant S ecies Scientific Name Stratum Indicator
1 Giant cane Arundinaria igantea herb FACW
2 Laurel-leaf reenbriar Smilax laurifolia vine FACW+
3 Sweet um Li uidambar styraciflua cano FAC+
4 Lobloll ine Pinus taeda cano FAC
5
6
7
8
9
10
11
12
13
14
15
16
Percent of Dominant S ecies that are OBL, FACW, or FAC excludin FAC- :100%
Remarks:
NvnRnl nw
[ ]Recorded Data (Describe in Remarks)
[ ]Stream, Lake, or Tide Gauge
[ ]Aerial Photographs
[ ]Other
[X] No Recorded Data Available
FIELD OBSERVATIONS
Depth of Surtace Water
Depth of Free Water in Pit
Depth to Saturated Soil
WETLAND HYDROLOGY INDICATORS
Primary Indicators:
[ ]Inundated
[ x ]Saturated in Upper 12 Inches
[ ]Water Marks
[ ]Drift Lines
[ x ]Sediment Deposits
[ ]Drainage Patterns in Wetlands
- (in) Secondary Indicators (2 or more Required)
[ ]Oxidized Root Channels in Upper 12 inches
12 (in) [ ]Water-stained Leaves
[ ]Local Soil Survey Data
1 (in) [ ]FAC-Neutral Test
f 1 Other (Explain in Remarks)

SOILS
Map Unit Name (Series and Phase): Drainage Class:
Taxonomy (Subgroup): Field Observations Confirm Mapped Type? YES NO

Depth Horizon Matrix Color
inches Munsell Moist PROFILE DESCRIPTION
Mottle Colors Mottle Texture, Concretions,
Munsell Moist Abundance/Contrast Structure, etc.
0 - 18 + A 10YR 2/1 Muck modified

HYDRIC SOIL IND ICATORS:
[ x ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
[ x ] Aquic Moisture Regime
[ x ]Reducing Conditions
x Gle ed or Low-Chroma Colors [ ]Concretions
[ ]High Organic Content in Surface Layer in Sandy Soils
[ ]Organic Streaking in Sandy Soils
[ ]Listed on Local Hydric Soils List
[ ]Listed on National Hydric Soils List
Other Ex lain in Remarks
Remarks:
Some sandy sediment on surface -5 inches
WETLAND DETERMINATION
H dro h is Ve etation Present? YES NO
Wetland H drolo Present? YES NO Is this Sampling Point Within a Wetland? YES NO
H dric Soil Present? YES NO
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Pro'ect/Site: Anderson Creek North Date: Januar 31, 2007
A licant /Owner: Anderson Creek Partners Count :Harnett
Investi ator: Amber L. Coleman State: NC
Do Normal Circumstances exist on the site? YES NO Communit ID: U land
Is the site si nificantl disturbed At ical Situation ? YES NO Transect ID:
Is the area a potential Problem Area? (If needed, explain on reverse) YES NO Plot ID: Broadlake Lane
VEGETATION
Dominant Plant S ecies Scientific Name Stratum Indicator
1 Lobloll ine Pinus taeda cano FAC
2 American holl Ilex o aca cano FAC-
3 Sourwood Ox dendrum arboreum cano UPL
4 Post oak Quercus stellata cano FACU
5 Lon leaf ine Pinus alustris cano FACU+
6
7
8
9
10
11
12
13
14
15
16
Percent of Dominant S ecies that are OBL, FACW, or FAC excludin FAC- : 20%
Remarks:
HYDROLOGY
[ ]Recorded Data (Describe in Remarks)
[ ]Stream, Lake, or Tide Gauge
[ ]Aerial Photographs
[ ]Other
[X] No Recorded Data Available
FIELD OBSERVATIONS
Depth of Surface Water
Depth of Free Water in Pit
Depth to Saturated Soil
WETLAND HYDROLOGY INDICATORS
Primary Indicators:
[ ]Inundated
[ ]Saturated in Upper 12 Inches
[ ]Water Marks
[ ]Drift Lines
[ ]Sediment Deposits
[ ]Drainage Patterns in Wetlands
(in) Secondary Indicators (2 or more Required)
[ ]Oxidized Root Channels in Upper 12 inches
(in) [ ]Water-stained Leaves
[ ]Local Soil Survey Data
(in) [ ]FAC-Neutral Test
Other Ex lain in Remarks

SOILS
Map Unit Name (Series and Phase): Drainage Class:
Taxonomy (Subgroup): Field Observations Confirm Mapped Type? YES NO

Depth Horizon Matrix Color
inches Munsell Moist PROFILE DESCRIPTION
Mottle Colors Mottle Texture, Concretions,
Munsell Moist) Abundance/Contrast Structure, etc.
0 - 8 10YR 4/2 SL
8 - 18+ 2.5Y 5/4 LS

HYDRIC SOIL IND ICATORS:
[ ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
[ ] Aquic Moisture Regime
[ ]Reducing Conditions
Gle ed or Low-Chroma Colors [ ]Concretions
[ ]High Organic Content in Surface Layer in Sandy Soils
[ ]Organic Streaking in Sandy Soils
[ ]Listed on Local Hydric Soils List
[ ]Listed on National Hydric Soils List
Other Ex lain in Remarks
Remarks:
WETLAND DETERMINATION
H dro h is Ve etation Present? YES NO
Wetland H drolo Present? YES NO Is this Sampling Point Within a Wetland? YES NO
H dric Soil Present? YES NO
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Pro'ect/Site: Anderson Creek North Date: Janua 31, 2007
A licant /Owner: Anderson Creek Partners Count :Harnett
Investi ator: Amber Coleman /Melissa Ruiz State: NC
Do Normal Circumstances exist on the site? YES NO Communit ID: Wetland
Is the site si nificantl disturbed At ical Situation ? YES NO Transect ID:
Is the area a otential Problem Area? (If needed, explain on reverse) YES NO Plot ID: Broadlake Lane
VEGETATION
Dominant Plant S ecies Scientific Name Stratum Indicator
1 Fetterbush L onia lucida shrub FACW
2 Giant cane Arundinaria gigantea herb FACW
3 Tuli o lar Liriodendron tuli ifera cano FAC
4 Laurel-leaf reenbriar Smilax laurifolia vine FACW+
5 Sweetba Magnolia virginiana shrub FACW+
6
7
8
9
10
11
12
13
14
15
16
Percent of Dominant S ecies that are OBL, FACW, or FAC excludin FAC- :100%
Remarks:
HYDROLOGY
[ ]Recorded Data (Describe in Remarks)
[ ]Stream, Lake, or Tide Gauge
[ ]Aerial Photographs
[ ]Other
[X] No Recorded Data Available
FIELD OBSERVATIONS
Depth of Surface Water
Depth of Free Water in Pit
Depth to Saturated Soil
WETLAND HYDROLOGY INDICATORS
Primary Indicators:
[ x ]Inundated
[ x ]Saturated in Upper 12 Inches
[ ]Water Marks
[ ]Drift Lines
[ ]Sediment Deposits
[ ]Drainage Patterns in Wetlands
2 (in) Secondary Indicators (2 or more Required)
[ ]Oxidized Root Channels in Upper 12 inches
- (in) [ ]Water-stained Leaves
[ ]Local Soil Survey Data
_ (in) [ ]FAC-Neutral Test
Other Ex lain in Remarks

SOILS
Map Unit Name (Series and Phase): Drainage Class:
Taxonomy (Subgroup): Field Observations Confirm Mapped Type? YES NO

Depth Horizon Matrix Color
inches Munsell Moist PROFILE DESCRIPTION
Mottle Colors Mottle Texture, Concretions,
(Munsell Moist) Abundance/Contrast Structure, etc.
0 - 24 + A 10YR 2/1 muck

HYDRIC SOIL IND ICATORS:
[ x ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
[ x ] Aquic Moisture Regime
[ x ]Reducing Conditions
x Gle ed or Low-Chroma Colors [ ]Concretions
[ ]High Organic Content in Surface Layer in Sandy Soils
[)Organic Streaking in Sandy Soils
[ ]Listed on Local Hydric Soils List
[ ]Listed on National Hydric Soils List
Other Ex lain in Remarks
Remarks:
WETLAND DETERMINATION
H dro h is Ve etation Present? YES NO
Wetland H drolo Present? YES NO Is this Sampling Point Within a Wetland? YES NO
H dric Soil Present? YES NO
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Pro'ect/Site: Anderson Creek North - U land Area Date: Januar 21, 2007
A licant /Owner: Anderson Creek Partners Count :Harnett
Investi ator: Amber L. Coleman State: NC
Do Normal Circumstances exist on the site? YES NO Communit ID: U land
Is the site si nificantl disturbed At ical Situation ? YES NO Transect ID:
Is the area a otential Problem Area? (If needed, explain on reverse) YES NO Plot ID: near U-26
VEGETATION
Dominant Plant S ecies Scientific Name Stratum Indicator
1 American holl Ilex opaca cano FAC-
2 Lobloll ine Pinus taeda cano FAC
3 Post oak Quercus stellata cano FACU
4 Turke oak Quercus laevis cano NI
5 Shortleaf ine Pinus echinata cano NI
6
7
8
9
10
11
12
13
14
15
16
Percent of Dominant S ecies that are OBL, FACW, or FAC excludin FAC- : 20%
Remarks:
HYDROLOGY
(]Recorded Data (Describe in Remarks)
[ ]Stream, Lake, or Tide Gauge
[ ]Aerial Photographs
[ ]Other
[X] No Recorded Data Available
FIELD OBSERVATIONS
Depth of Surface Water
Depth of Free Water in Pit
Depth to Saturated Soil
WETLAND HYDROLOGY INDICATORS
Primary Indicators:
[ ]Inundated
[ ]Saturated in Upper 12 Inches
[ ]Water Marks
[ ]Drift Lines
[ ]Sediment Deposits
[ ]Drainage Patterns in Wetlands
(in) Secondary Indicators (2 or more Required)
[ ]Oxidized Root Channels in Upper 12 inches
(in) [ ]Water-stained Leaves
[ ]Local Soil Survey Data
(in) [ ]FAC-Neutral Test
Other Ex lain in Remarks

SOILS
Map Unit Name (Series and Phase): Drainage Class:
Taxonomy (Subgroup): Field Observations Confirm Mapped Type? YES NO

Depth Horizon
inches
Matrix Color
Munsell Moist PROFILE DESCRIPTION
Mottle Colors Mottle Texture, Concretions,
Munsell Moist Abundance/Contrast Structure, etc.
0 - 6 A 10YR 3/2 uncoated sand rains LS
6 - 12 B 10YR 4/3 LS
12 - 18+ B 10YR 5/6 10YR 4/3 few SL

HYDRIC SOIL IND ICATORS:
[ ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
[ ] Aquic Moisture Regime
[ ]Reducing Conditions
Gie ed or Low-Chroma

olors [ ]Concretions
[ ]High Organic Content in Surface Layer in Sandy Soils
[ ]Organic Streaking in Sandy Soils
[ ]Listed on Local Hydric Soils List
[ ]Listed on National Hydric Soils List
Other Explain in Remarks
Remarks:
WETLAND DETERMINATION
H dro h is Ve etation Present? YES NO
Wetland H drolo Present? YES NO Is this Sampling Point Within a Wetland? YES NO
H dric Soil Present? YES NO
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Pro'ect/Site: Anderson Creek North - U land Area Date: Januar 31, 2007
A licant /Owner: Anderson Creek Partners Count :Harnett
Investi ator: Amber Coleman /Melissa Ruiz State: NC
Do Normal Circumstances exist on the site? YES NO Communit ID: Wetland
Is the site si nificantl disturbed At ical Situation ? YES NO Transect ID:
Is the area a potential Problem Area? (If needed, explain on reverse) YES NO Plot ID: near U-26
VEGETATION
Dominant Plant S ecies Scientific Name Stratum Indicator
1 American holl Ilex o aca cano FAC-
2 Laurel-leaf reenbriar Smilax laurifolia vine FACW+
3 Common reenbriar Smilax rotundifolia vine FAC
4 Black um N ssa s Ivatica cano FAC
5 Possumhaw Ilex decidua shrub FACW-
6 Red ma le Acer rubrum cano FAC
7
8
9
10
11
12
13
14
15
16
Percent of Dominant S ecies that are OBL, FACW, or FAC excludin FAC- : 83%
Remarks:
HYDROLOGY
[ ]Recorded Data (Describe in Remarks)
[ ]Stream, Lake, or Tide Gauge
[ ]Aerial Photographs
[ ]Other
[X] No Recorded Data Available
FIELD OBSERVATIONS
Depth of Surface Water
Depth of Free Water in Pit
Depth to Saturated Soil
WETLAND HYDROLOGY INDICATORS
Primary Indicators:
[ ]Inundated
[ x ]Saturated in Upper 12 Inches
[ ]Water Marks
(]Drift Lines
[ ]Sediment Deposits
[ ]Drainage Patterns in Wetlands
- (in) Secondary Indicators (2 or more Required)
[ ]Oxidized Root Channels in Upper 12 inches
- (in) [ x ]Water-stained Leaves
[ ]Local Soil Survey Data
10 (in) [ ]FAC-Neutral Test
Other Ex lain in Remarks

SOILS
Map Unit Name (Series and Phase): Drainage Class:
Taxonomy (Subgroup): Field Observations Confirm Mapped Type? YES NO

Depth Horizon Matrix Color
inches Munsell Moist PROFILE DESCRIPTION
Mottle Colors Mottle Texture, Concretions,
Munsell Moist Abundance/Contrast Structure, etc.
0 - 16 A 10YR 2/1 L
16 - 24+ 10YR 6/2 10YR 2/1 few LS

HYDRIC SOIL IND ICATORS:
[ ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
[ x ] Aquic Moisture Regime
[ x ]Reducing Conditions
x Gle ed or Low-Chroma Colors [ ]Concretions
[x] High Organic Content in Surface Layer in Sandy Soils
[x] Organic Streaking in Sandy Soils
[ ]Listed on Local Hydric Soils List
[ ]Listed on National Hydric Soils List
Other (Ex lain in Remarks
Remarks:
WETLAND DETERMINATION
H dro h is Ve etation Present? YES NO
Wetland H drolo Present? YES NO Is this Sampling Point Within a Wetland? YES NO
H dric Soil Present? YES NO
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Pro'ect/Site: Anderson Creek North Date: Januar 31, 2007
A licant /Owner: Anderson Creek Partners Count :Harnett
Investi ator: Amber L. Coleman State: NC
Do Normal Circumstances exist on the site? YES NO Communit ID: U land
Is the site si nificantl disturbed At ical Situation ? YES NO Transect ID:
Is the area a potential Problem Area? (If needed, explain on reverse) YES NO Plot ID: Whispering Pines Drive
~/FC~FT~TIC)N
Dominant Plant S ecies Scientific Name Stratum Indicator
1 Bracken fern Pteridium a uilinum herb FACU
2 Lobloll ine Pinus taeda cano FAC
3 Turke oak Quercus laevis cano NI
4
5
6
7
8
9
10
11
12
13
14
15
16
Percent of Dominant S ecies that are OBL, FACW, or FAC excludin FAC- : 33%
Remarks:
HYDROLOGY
[ ]Recorded Data (Describe in Remarks)
[ ]Stream, Lake, or Tide Gauge
[ ]Aerial Photographs
[ ]Other
[X] No Recorded Data Available
[ FIELD OBSERVATIONS ~
Depth of Surface Water
Depth of Free Water in Pit
Depth to Saturated Soil
WETLAND HYDROLOGY INDICATORS
Primary Indicators:
[ ]Inundated
[ ]Saturated in Upper 12 Inches
[ ]Water Marks
[ ]Drift Lines
[ ]Sediment Deposits
[ ]Drainage Patterns in Wetlands
(in) Secondary Indicators (2 or more Required)
[ ]Oxidized Root Channels in Upper 12 inches
(in) [ ]Water-stained Leaves
[ ]Local Soil Survey Data
(in) [ ]FAC-Neutral Test
Other Ex lain in Remarks

SOILS
Map Unit Name (Series and Phase): Drainage Class:
Taxonomy (Subgroup): Field Observations Confirm Mapped Type? YES NO

Depth Horizon
inches
Matrix Color
Munsell Moist) PROFILE DESCRIPTION
Mottle Colors Mottle Texture, Concretions,
(Munsell Moist Abundance/Contrast Structure, etc.
0 - 6 10YR 6/6 S
6 - 9 10YR 3/1 SL
9 - 18+ 10YR 5/6 LS

HYDRIC SOIL IND ICATORS:
[ ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
[ ] Aquic Moisture Regime
[ ]Reducing Conditions
Gle ed or Low-Chroma Colors [ ]Concretions
[ ]High Organic Content in Surface Layer in Sandy Soils
[ ]Organic Streaking in Sandy Soils
[ ]Listed on Local Hydric Soils List
[ ]Listed on National Hydric Soils List
Other Ex lain in Remarks
Remarks:
WETLAND DETERMINATION
H dro h is Ve etation Present? YES NO
Wetland H drolo Present? YES NO Is this Sampling Point Within a Wetland? YES NO
H dric Soil Present? YES NO
Remarks:

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Pro'ect/Site: Anderson Creek North Date: Janua 31, 2007
A licant /Owner: Anderson Creek Partners Count :Harnett
Investi ator: Amber Coleman /Melissa Ruiz State: NC
Do Normal Circumstances exist on the site? YES NO Communit ID: Wetland
Is the site si nificantl disturbed At ical Situation ? YES NO Transect ID:
Is the area a potential Problem Area? (If needed, explain on reverse) YES NO Plot ID: Whispering Pines Drive
VEGETATION
Dominant Plant S ecies Scientific Name Stratum Indicator
1 Fetterbush L onia lucida shrub FACW
2 Laurel-leaf reenbriar Smilax laurifolia vine FACW+
3 Giant cane Arundinaria gi antes herb FACW
4 Inkber Ilex coriacea shrub FACW
5 Tuli o lar Liriodendron tuli ifera cano FAC
6
7
8
9
10
11
12
13
14
15
16
Percent of Dominant S ecies that are OBL, FACW, or FAC excludin FAC- :100%
Remarks:
HYDROLOGY
[ ]Recorded Data (Describe in Remarks)
[ ]Stream, Lake, or Tide Gauge
[ ]Aerial Photographs
[ ]Other
[X] No Recorded Data Available
FIELD OBSERVATIONS
Depth of Surface Water
Depth of Free Water in Pit
Depth to Saturated Soil
WETLAND HYDROLOGY INDICATORS
Primary Indicators:
[ ]Inundated
[ x ]Saturated in Upper 12 Inches
[ ]Water Marks
[ ]Drift Lines
[ x ]Sediment Deposits
[ x ]Drainage Patterns in Wetlands
- (in) Secondary Indicators (2 or more Required)
[ ]Oxidized Root Channels in Upper 12 inches
- (in) [ ]Water-stained Leaves
[ ]Local Soil Survey Data
6 (in) [ ]FAC-Neutral Test
Other Ex lain in Remarks)

SOILS
Map Unit Name (Series and Phase): Drainage Class:
Taxonomy (Subgroup): Field Observations Confirm Mapped Type? YES NO

Depth Horizon Matrix Color
inches Munsell Moist) PROFILE DESCRIPTION
Mottle Colors Mottle Texture, Concretions,
Munsell Moist Abundance/Contrast Structure, etc.
0 - 36 + A 10YR 2/1 muck

HYDRIC SOIL INDICATORS:
[ x ] Histosol
[ ] Histic Epipedon
[ ] Sulfidic Odor
[ ] Aquic Moisture Regime
[ ]Reducing Conditions
Gle ed or Low-Chroma Colors [ ]Concretions
[ ]High Organic Content in Surface Layer in Sandy Soils
[ ]Organic Streaking in Sandy Soils
[ ]Listed on Local Hydric Soils List
[ ]Listed on National Hydric Soils List
Other Ex lain in Remarks
Remarks:
Some sandy sediment on surface -6 inches
WETLAND DETERMINATION
H dro h is Ve etation Present? YES NO
Wetland H drolo Present? YES NO Is this Sampling Point Within a Wetland? YES NO
H dric Soil Present? YES NO
Remarks: