20080348 Ver 1_More Info Received_20080326

'r"'~~i
~~~
~~
ECS CAROLINAS, LLP
Geotechnical • Construction Materials • Environmental
8702 Red Oak Boulevard, Suite A
Charlotte, North Carolina 28217
Telephone [phone] Fax [phone]
To:
Division of Water Quality
401 IVVetlands Unit
1650 mail Service Center
Raleigh, NC 27699-1650
We are sending you the following items via:
LETTER OF TRANSMITTAL
Date: 03/24/08 Project No. 08-5069
Pre-construction Notification (Revised)
Reserve at Lake Norman -Bluefield Road
Mooresville, Iredell County, North Carolina
08 - 03~ g
Certified Mail 7005 2150 0003 3240 9374
COPIES DATED DESCRIPTION
7 03-24-08 USACE Permit
These are transmitted as checked below:
x For your use
As requested
REMARKS
Please contact Lia Guest with questions regarding this project. Thanks!
COPY TO: File
SIGNED: Lia Guest
MAR. ~~ 6 ?008
DENR .'~ YipRPAWATERBRl~~k1
H'ETIJ~~S ANil ~

LLB
ECS CAROLINAS, LLP
Geotechnical • Construction Materials • Environmental
March 24, 2008
Department of Natural Resources and Environment
Division of Water Quality
401 /Wetlands Unit
1650 mail Service Center
Raleigh, NC 27699-1650
Reference: Pre-construction Notification (revised)
Reserve at Lake Norman -Bluefield Road
Mooresville, Iredell County, North Carolina
ECS Project 08-5069
Reviewer:
Please review the revised Pre-construction Notification requesting a Nationwide 29 permit for the above
referenced property. The application, site figures, Agent Authorization, NCEEP Acceptance Letter and
Notification of Jurisdictional Determination are included in this package. Also attached are Stream
Disturbance Plans illustrating the location, size and cross-sections of stream impacts. Please contact me
with questions or if additional information is required for permit approval.
~0. ~ - ~U--~-~-~, ~c~
Lia S. Guest
Project Scientist
~O~~~f.-~ Vii;, ~
~Y ~'
~f~~ ,~ ~ noon
Ali . ': A 1~ ,.. . ~:!. a...
8702 Red Oak Boulevard, Suite A, Charlotte, North Carolina 28217 • 704-525-5152 • Fax: [phone] • www.ecslimited.com

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. ~ g ~ ~ 3 ~' $
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ~``'
k~ ;
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW- 29
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
®~C~~~ D
1. Owner/Applicant Information ~ MAC ~, ~, 200$
Name: Woodfield Investments, Attn: Chad M. Hagler
Address: 3328 Landerwood Drive ; ~.r~i: a;~t'~=~='Nurr
Charlotte, North Carolina 28210 v~;~ r~r,~s ,,uo ~ ro~r~wA~R ew~OK
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: chagler(a~woodfieldinvestments.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: ECS Carolinas, LLP, Attn: Lia Guest
Company Affiliation: Environmental Consultant
Mailing Address: 8702 Red Oak Boulevard, Suite A
Charlotte, North Carolina 28217
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: l uest(cr~,ecslimited.com
Page 1 of 9

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bluefield Road -Reserve at Lake Norman
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 4647697821 4647791992 _
4. Location
County: Iredell Nearest Town: Mooresville
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.): Interstate 77 to
Mooresville Exit 36 West on NC 150/ W. Plaza Drive to Bluefield Road. R.i~ht on Bluefield
Road (heading north The is approximately 1/z mile on the right side.
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): 35.603838 °N -80.861145 °W
6. Property size (acres): 36.95
7. Name of nearest receiving body of water: Byers Creek flowing into Lake Norman
8. River Basin: Catawba
(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 site is currently undeveloped forested and cleared land.
The areas surrounding the vicinity of the site are primarily used for retail pumoses.
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: The
project will provide a 280 unit apartment complex in two phases with amenities drives
parking and utilities A water quality and detention pond is provided for each phase. As a low
density development the built upon area will not exceed 24% of the site. Earthwork will be
performed with dump trucks excavators bull dozers and compactors. A crane will be used
to place a culvert stream crossing. Paving equipment will be used.
11. Explain the purpose of the proposed work: Multi-family_residences
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Jurisdictional Determination was signed by the USACE on November 20, 2007.
Action ID Number: 200641337
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
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3 of 9

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: Permanent fill of a forested
wetland for the purpose of constructing multi-family residences and a parking area.
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,
ce„arately list impacts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
A Fill/pennanent forested no .1327

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: .2810
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, multi ly length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
D Unnamed fill perennial 17 feet 29 .011
B Unnamed fill perennial 19 feet 31 .014
B Unnamed fill perennial 11 feet 35 .009
B Unnamed fill perennial 13 feet 116 .036

Total Stream Impact (by length and acreage) 211 .070
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
fll_ excavation_ dred~in~_ flooding. drainase, bulkheads, etc.
--~
Open Water Impact
Name of Waterbody

Type of Impact
Type of Waterbody
Area of
Site Number (if a licable) (lake, ond, estu ,sound, bay, Im act
Page 4 of 9

(indicate on ma) ocean, etc.) (acres)
Total Open Water Impact (acres)
6. List th
e cumulative im act to all Waters of the U.S. resulting from the project;
Stream Impact (acres):
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ®uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Combination of excavation and dam/embankment. with
water Quality and detention draw-down orifices, and 50/100 erp cent year storm spillway
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local stormwater requirement
Current land use in the vicinity of the pond: Pond area for both phases are undeveloped and
forested
Size of watershed draining to pond: 9.50 ac (Ph. 1) 5.96 ac (Ph. 2)
Expected pond surface area: 13,067 sf (Ph. 1) 8,583 sf (Ph. 2)
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. Steep site topography limited
available space for development. Reduction of the development scope would make the project
financially infeasible. Low density development option was chosen that limits built upon area to
Page 5 of 9

24% of the site Except for walking trails and driveway culvert stream crossings necessary to
access the developments un-disturbed stream buffers are preserved without encroachment. A
sin¢le barrel driveway culvert stream crossing was considered for phase 2 however a double
barrel design was selected due to its use of standard size pipes and reduced amount of outlet
riprap Culvert outlet protection was des~gned per criteria requiring the least amount of nprap
area to minimize stream bed impact Per local requirements the developed area drains to a water
quality and stormwater detention pond located and discharging outside of the stream buffers.
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.
5 520 linear feet of stream buffer will be preserved on the site. See attached figures. The
~plicant/owner will sign a conservation easement upon USACE permit approval and
commencement of construction In addition the permittee will purchase 206 mrtigation
credits (1.1) from the NCEEP upon receipt of permits and prior to impacting the stream on-
site The NCEEP Acceptance letter is attached to this application.
Page 6 of 9

2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htin. 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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount ofNon-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
Page 7 of 9

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* I ,,,,.~paFte,~ I Multiplier Required
1 3 (2 for Catawba)
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.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The 36.95 acre site currently has no impervious
cover. Impervious area (pavement, sidewalks, roofs) added to the site during development
includes 4.88 ac in Phase 1, and 3.94 ac in Phase 2, for a developed total of 8.82 ac, or 23.9% of
the site (100*8.82/36.95). Except for driveway stream crossings and walking trails, no
development occurs within the stream buffer. Storm runoff is collected from impervious areas
and routed to a water quality & detention pond, which discharges outside the stream buffer. The
ponds are designed to achieve 85% total suspended solids (TSS) removal from gone-inch storm,
and the outlet structure detains runoff from 1-year, 2-year, and 25-year storms, and controls pond
dischar eg to approximate predeveloped runoff rate and quantity. Pond discharge locations are
outside the stream buffers to provide additional overland flow prior to entering the stream.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sanitary sewerage from this apartment complex is routed to manholes of existing municipal
sanitary sewer lines that traverse the north part of the site en-route to the Rocky River Re ig opal
Wastewater Treatment Plant (WWTP). The WWTP uses 2.9 mgd of its 5.2 mgd capacity, and
has allocated 5.06 mid for future projects. A WWTP expansion is planned to increase capacity
to 15 mgd in 2012. The current treatment methods include aeration, aerobic digesters, and
clarifiers. The expansion will utilize anaerobic digesters.
Page 8 of 9

XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No ^
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The water quality (c~ detention pond will prevent impacts to the downstream water qualit Best
Management Practices will be used for sediment and erosion control during construction
activities.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Ap~ant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

t~,
- ~`,
..
Imo, ~ ,~: ` ,
. ~ 't '.
'~ .;,: ,`
I ~ '}'rirrakhq~ ~ ~'
I Ch lMdiC~
•` j
~] ~ ~• ,,.
1 l'/r~•r
_ ~ ~ -
_ ~ - ..
i ,t _ .
.~
' ~ .
.
_ r
s ~ ..
.._
...
~~.
,,
i ~ ~ „ a
t
_
• ~ '
~.
.~,.1 a01 r tinmeoen t hr~pri ~ ..~' ~ _ ~ ~'• t. •~ •. ' ' I
' ~.Ikr - t ... ~ ,.~
~' tel. ~ -`~'' .'~ ~
r...~t
SOURCE: FIGURE 1
United States Geological Survey 7.5-Minute ~~,;~, ~~ SITE LOCATION MAP
Series Topographic Map: Charlotte West, North ~ I ~ , ~ Reserve at Lake Norman
Carolina Quadrangle Dated 1993 ~~`~~'~'~ Bluefield Road
~ _______..._____._.____- Mooresville, Iredell County, North Carolina
Scale: 1"=2,000' _ _ _ -..
ECS PROJECT N0.08-5069
ENGIIiEERQJG CONSULTING S77tVICES. L7D.

R `F e' w
t~ ~y~
~~T
F 4~1'A

-"r
fC~'~ 4
~\ °~.
°-.,.
1 _ .,~_ _ .---,.
F (),'.
':' (I ~_ kl it , __.._..~

`J {',1~ FL
/~
I
1 , ~~~
~';'-G'k,a --'-~ V
1
~,L ~~e
~~
b /' "~
ac~i,q~
~~~s~ii i,~e
O
~~ I ~
_ ~ p~~ ! f~;;~Bth
~e~r.a 1
r ~
~.~
__Y~~r ;,, / .~
f
~ P~lBwti
:'~~'r• ~
SOURCE:
USDA; Fish & Wildlife Service; National
Wetlands Inventory (NWI) Map; Charlotte West,
North Carolina, dated 1991
SCALE: 1" = 2000'
.~
FIGURE 2
NWI MAP
Reserve at Lake Norman I
Bluefield Road
Mooresville, Iredell, North Carolina
ECS PROJECT N0.08-5069
~,~ 43
I
!!
}

~r ~ ,
~f~~l.~
~~ ~'~+.~
.~~ /,~

1; 114
:It.*CwtC? •i':� �• ,� ��i •Cn[Ct (t1,`
s �tC2
CSC ti \� /l ) t [•D E C
�•arF'• +' '!�! �„ r7� Vr^-Ci���� ° ,. Crn 11? Lp? • C C
C � ,Cf� �� CEd�, R .k � �� +�\..._._.lam_ � � �rrCi~ � � \"off � 5 �• ,•, ;
tr CrnR �r �S
"C'
iLU F 1 J �'
J
1 CsL,. , �. r-rj : _ z� �•"fiin�r 1 $�r.
J
< CfD21 � c .. „,/• '` tB " fir'-- ,/, f ti�.eC3 , '�\
etc?
_,+�'".� _ •�'_: ti./e�� 11 1 t '(�' 1' ,l '•` '
,..�� / r a• S'' k CY1 1 CT2
i= it /•
C182 rR� a V i1CZ
A Efl C ~= 19 i
til n —' � 1+► � X.. F _
VA
'' � r '� �i•� .•sem , ly s .R "1 ~ •
ON
A, D. "1
mCi,
cr� c1G7 jj �� Cam i i ASC2 G"
Lw D
•�
,+ � -rq � � ., �• (.,-��� / tom{
.ice u��;, • f th�! p''U ♦ ; i ••►
P.81
w
J •
LO t�w. .; 11 iC• �!, ��, C:C3����x" •'`y l A•,tt7+ �rlr A02P I '
r S. k:. v.•e 1J t,SC7 A 1.
SOURCE: - FIGURE 3
Soil Survey of Mecklenburg County, North r- i`iE. �•: SOIL MAP
Reserve
Carolina; United States Department of Agriculture, j ! __ Reserve at Lake Norman N
1
Bluefield Road I
Soil Conservation Service, dated 1975
�-------- -- Mooresville, Iredell County, North Carolina
SCALE: I"= 2000' ENrINEERINGCONSULT 14GSFRVICES.LTD. ECS PROJECT NO. 08-5069

SOURCE:
Iredell County
Geographic Information Systems
(via the Internet)
SCALE: 1" = 1,200'
ENGINEERING CONSULTPIG SERVICES. LTD.
FIGURE 4
2005 AERIAL PHOTOGRAPH ,
Reserve at Lake Norman I
Bluefield Road
Mooresville, Iredell County, North Carolina
ECS PROJECT N0.08-5069

ECS Carolinas, LJLP
AG~I~FT AUTHt3.RfZA'TLt7N
Project No. (}8-3649
Scope of Work: ti'VetTand DeTineationf~erification services
Location: i3luefield Road Sits
Charlotte, North Carolina
TTus form authorizes ECS to act as our went in streanv'wetiand matters iQCludf.t2g U.S. An~Y
Corps of Engineers and North Carolina Division of Water Quality tic;ld verification and permit
application.
Properly Address: t~~'~Zl I ;~'''~~f` 7~5~~~ ~ ~ .L ~ >~~~

Owner Infnrmalion:
~~``` ~~ t

Address: ~~~ ~~~I~~n vj~~'
~f`~'~
~}
I ~~~ ~' ~~ ~~ ~ ~ ~ ~ ..-.._..-._.
Telephone Number:
T'ax Number: ~~ ~~ y ~" 1 .
~? ~ ~
E-nlai 1 Address: '
~:f'.'~~ ~%t ~' ~%-~ U~-~i u~G~ rti ~' L 57Y11;~`1~~, ~ A f ~'~
Ratn•

'Ghat M Nader 5~r' l
,, , ss-21 a.~u 3171
` Elizabeth W Nagler.,
3328 Landerwood Dn. c ~ ~' ~~ ~~ ZG~~
~ ~ ~ Charlotte; NG 28210 ,,,,.
~ ~ 'P'AY ~. _~
~ to the order; of
E ~ ,
c ~ ~„
. l''~ G~-C-r'l~/' ~~ ~1~~° ,'-~~~C1"C~~I <~ ( -~/-Q.~r--_-D~'oLLARS 8
~ ~
,~ ~:
- "'~~ti share A ~rnilel-
x' WACHOVIA BANK, N.A. -,~
1NACH0VIA.C0M ~~~~''~~~ ~, /~'
,a ;.. ,,
~ v ea kh~ ~ l ~ G~?77
FAR r~~s~rur? (~Lc~lc9 Norr,-~c::~ ~ ~~(~<<'~_ __ --- - "~
~:0 5 3000 2 L9~: LO L000 2'9 ~ ~ ~ 59~I'; 3 L ~ L'

1~
rem _
l'rtl ~lal 'CYllt'.llt
PROGRAM
March 12, 2008
Chad Hagler
Woodfield Investments
3328 Landerwood Dr.
Charlotte, NC 28210 Expiration of Acceptance: September 12, 2008
Project: Bluefield Road -Reserve at Lake Norman County: Iredell
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. I[ we have not received a copy of
the issued 404 Permitl401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the pernit(s} an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
foll
+.,~.,a
v Catawba
03050102 Stream (feet) Wetlands (acres} Buffer I
(Sq. Ft.) Buffer lI
(Sq. Ft.)
Cold Cool Warm lti arian Non-lt.i arian Coastal Marsh
Impacts 0 0 206 0 0 0 0 0
Credits 0 0 412 0 0 0 0 0
Upon receipt of payment, EEP will take responsibilityfor providing the compensatory mitigation. If the regulatory-agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at (919} '716-1921.
Sincerely, QQ
k-~ ~"
Willi D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Steve Chapin, USACE-Asheville
Alan Johnson, NCDWQ-Mooresville
Lia Guest, agent
File
Re~tor~... ~~t~ia,~t~... Prot;c~''~ Oar .fta~

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / g19-715-0476 /www.nceep.net

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200641337 County: Iredell U.S.G.S. Quad: Mooresville
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Woodfield Investments, Attn: Chad M. Haler
Address: 3328 Landerwood Drive
Charlotte, NC 28210
Telephone No.:
Property description:
Size (acres) 40 Nearest Town Mooresville
Nearest Waterway Byers Creek River Basin Catawba
USGS HUC Coordinates N 35.6056 W 80.8625
Location description Bluefield Road -Woodfield Investments
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there maybe wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered fmal, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination maybe relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, maybe relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 11/20/2007. Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.

_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Steve Chapin at X8281271-7980 x224.
C. Basis For Determination
The site contains wetlands as determined by the USACE 1987 Wetland Delineation Manual and is adiacent to stream
channels located on the property that exhibit indicators of ordinary high water marks. The stream channels on the
property are unnamed tributaries to Byers Creek which flows to the Catawba River (Lake Normanl.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will fmd a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Steve Chapin, Project Manager,
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 1/20/08.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official: ~ .-~ ~..L
Date 11/20/2007
Expiration Date 11/20/2012
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit
http://www.saw.usace.anny.mil/WETLANDSlindex.html to complete the survey online.

~~ 4R i.
,, k y , ~,, ~ *~•
' ~- ~;
„~,~~
~~m~
...
~~~-
i~M ~ , f
f ~~ ~ ~ t~ ~, ~f
i
t i
_ I ~
- _ _~-.. ~ - ~ i S ~,r.
_ ` ~
Feu Feu. wx u+ a noon ~,..~ •~yC~ \ ~ ` ~ .
iIMQ }p1M 0~ AR ~! r, i
~ TiCIY 7 MU . R~ n rt A 46~G MQ ~, , r ~
Ala wf-~~m wC n~Hiio •or~tur ~~
.~. ~pp 1~v 14niapCm '
~7` 1 ~• YOnMitl In ~1lY2 '.ti
~b 1 mw x w. ~^m e r a o~eee oa ~~
~-"~ uo no- i •o .a-'a
1 ~ ~ ~*, ~ .•" n
"ar'g~` &' .~ 1
s min.., .. ,,. I .1 :'r` a'R~s'~r~a aka` ~~
nrm .ra ..~y-.~ ~.?+~ ,
~..b .,.
`v
•m nw urr ra- a noun ~-~~ ;~r~,b~ ~ J~
~S I / mui~ ro~ie~ uw n n a rt•
~t
,'" ,
~ t i
~, .
~ ~'b
`~
} I, •
~ ~Ij
~i
a
~'~-~
Q
~~ ~~
.~~~
~ ,
~_ ~.~,i~ n n~oU
L
~~ r
Mt11 tirt{•l n.~1(l~
tiRq'~~'~pll~jdA
.g~°~"~ ~~'G~
mws
x, ti'r+ x.M nr a nwn
.~wa m. v mw ~ m n.
~'~•wu_ewx an~rr: ~n
ua n-.o
1.~4 'w!
~~ + ~ urs~u-nm+icn,~-nn ~,G~ ~ ` ~'°~ s~as~ !~.~ ~`--z~a~ -----
,~_
;yam-.~", -•- ~- -~~_` _ „~ ~` ~\ _-''s'
f.. ~ - - -
VII ~ . _ ,
„ ~....o~ w iow uc a noun ~~ ~ ~~' . _ - J Z\
rw¢ ~mx v mrw . a n. ~ ~ +~
.. ~ .. - ...... n~ ..mm~~~ now Y wu • ua c r o nem noo ~(
i>.n~ o.n-.. UC ~eJ Oc /~ iy '~'
a~ I
..~. ...~. ..._ _. ......r ~
I
~~ .. ~~.. ~......._ I
-O
..- +nir w.•r...~~r.~
a ~
~~HEET 8 OF 9
~:~.: _.

...rrud..~. ~.a

w

NOTE:
F
WETLAND CERTIFICATION:
STREAM BUFFERS EXIST ON SUBJECT PROPERTY THAT ARE
NOT SHOWN HEREON. SAID FEATURES ARE PLOTTED IN DETAIL
ON A MAP PREPARED BY R.B. PHARR AND ASSOCIATES, P.A.,
DATED 7-27-06, PROJECT N0.68546, MAP LN-950.
NOTE:
~"~~ s`'"F, N.C. GR~DR(NAD 83)
R Z
R ~
'SPA, r,,1~'~
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE, UNLESS THERE IS A CHANGE
IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE
(5) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE. 3 ,`s` ';''~' 9 '
1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL. ,_sd ~ ~J ~ ~~~
NAME: (SIGNED BY U,S. ARMY L`ORPS OF ENGINEERS) ~~ PiMh ? ~ ~0D8 ;,J
TITLE: l <, ,: t c , : f,.
~ ~)i;~iii •,RAitl't GURUTV
DATE, ~ !~ r! ~.o ~a') y~~=;"I~+r+u5ANl7STORMWATERBf~N~
WATERS OF THE U.S.
STREAM DESCRIPTION SQUARE FEET ACRES
STREAM AAREA = 5,543 SQ. FT OR 0.1273 ACRES
STREAM BARER = 17,372 SQ. FT OR 0.3988 ACRES
STREAM C AREA
~
2,839
SQ.
FT OR •
0.0652 ACRES
STREAM D ARER = 22,488 SQ, FT OR 0.5162 ACRES
~~~1~1111ullllllllpq
~~/////
\\\\~~~~ WETLAND "A"
//~ AREA
~~
5,780 SQ. FT OR 0.1327 ACRES
PERIMETER = 1274.4'

WETLAND "B"
AREA =
., ~ ~ PERIMETER = 2,105 SQ. FT OR 0.0483 ACRES
229
'
/ ////
\\\\\\
, .7
// / ~ ~ ! ! 1 ! 11 I I I I I
III 1111 ~ ~ \ \ \ \ \\
I
THIS !S TO CERTIFY THAT ON THE ~i27TH DAY OF `...._ ___~ULY _ 2006 ~,~ ACTUAL
SURVEY l1AS MADE UNDER MY SUPERVISION OF 17iE PROPERTY SHOIPN 04 '"'rf~ =9 ~NII 2i W' Bi~~'ai'D, ARV LINT
AND THE D~ROVEMENTS, ~ ANY, ARE AS SH01PN HEREON. THIS PLAT IdEFi: :i3E ~h?MUY u'~;.~,,ait~~ OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .1800 (21 NCAC 58) AND THE ERROR OF CLOSURE FOR THIS
PARCEL DOES NOT EXCEED DNE (i) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES THE
SQUARE ROOT OF THE NUMBER OF ANrIES TURNED
"J~TL~~i~~"~ L~~~ENG: 12o so o so 120
AW -APPROXIMATE WIDTH
TOB-TOP OF BANK Sc1,le in6F0eet
o WETLANDS FLAG DESCRIPTION
;~HEE7 ;~ OF
__ ____ _
.. ............_...... .
__
~~Lb`~~lUiv~ j ~~VETLAND DELiNEAIfON MAP FOR
BLUEFIELD ROAD
REFERENCE: MAPBOOK 38, PAGE 103
TOWN OF MOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
TAX PARCEL: 4647-69-7821 ACRD FILE: 69152
R.B. PHARR & ASSOCIATES, P.A.
f SURVEYING & MAPPING
420 HAWTHORNE LANE CHARLOTTE, N.C. 28204 TEL. [phone]
;RE" ;ALE: DATE: FII F n1n
SE B.C.
1" = 60' 7/27/06
LN-968
THE WETLAND FEATURES SHOWN HEREON ARE COMPILED FROM :,-i ;
FIELD LOCATED FLAGS MARKED BY ENGINEERING CONSULTING
SERVICES, LTD. (ECS) IN WHICH A SITE RECONNAISSANCE WAS 100' PUBLIC R
CONDUCTED FOR DETERMINING THE AREAS OF JURISDICTIONAL (PLAT BOOK 38, /W
WATERS/WETLANDS DATED MARCH 24, 2006, PROJECT N0.08-3649. PAGE 1031

NOTE:
STREAM BUFFERS EXIST ON SUBJECT PROPERTY THAT ARE
NOT SHOWN HEREON. SAID FEATURES ARE PLOTTED IN DETAIL
ON A MAP PREPARED BY R.B. PHARR AND ASSOCIATES, P.A.,
DATED 7-27-06, PROJECT N0.68546, MAP LN-950.
NOTE:
THE WETLAND FEATURES SHOWN HEREON ARE COMPILED FROM
FIELD LOCATED FLAGS MARKED BY ENGINEERING CONSULTING
SERVICES, LTD. (ECS) IN WHICH A SITE RECONNAISSANCE WAS
CONDUCTED FOR DETERMINING THE AREAS OF JURISDICTIONAL
WATERSlWETLANDS DATED MARCH 24, 2006, P~tOJECT r~11~8-364
IIII
L6.M. R a c i~ .~ __ ..
rn ren-rR-~n ,
__._.-- ^41 .. _ _. -
_ INV.=
~;
INV.=71
B' T.C.
V.=768.02 _.. ~,~~-------- . "®
7
WETLAND "A"
WOODED
SHEET g
SH•-~..~MATCNUNF
WETLAND CERTIFICATION:
eb REFERENCE THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
~', N•C• GRID (NAD g3) BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
k DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
~` IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION
~$P'" ~a 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE
APPROXIMATE R/W
w.v. a
"N..768.2 - D.Y.I.
INV.=767.72 E.P,
- F•H,
';;~'?R
~ - % HEADWALL -' ~
Wj~ F-~-< "T E ~
_ y j .t~'- Ei r = _.
~~r LR' APPROXIMATE R/I,~/
t~
Ni ;1
~" a1
.4
i

0
~
m m
s m
~
I
',
~1.
INV.=7sz26~
S.S.M.H.
Rihl=ns.8 ~.
INV.=767.3 `
(5) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE /~
1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL, ~~i~4"~,~~ ~~
NAME: ,.,. , ..
(SIGNED BY U.S. ARMY~~ORPS OF ENGINEERS) ; 4,; ~; ,. ~ ~~ ~ ~U~~
}~
TITLE: ~~ ~ F- p' ~.. y "~ ~ ~ ~~
R ` ~'
DATE: ; ! ~ 1~ /J ~ s ~ ~ ~P~~~~~p~

;~5~'
,
WATERS OF THE U,Sy ~,,
STREAM DESCRIPTION SQUARE FEET ACRES
STREAM AAREA = 5,543 SQ. FT OR 0.1273 ACRES
STREAM BARER = 17,372 SQ. FT OR 0.3988 ACRES
STREAM C ARER = 2,839 SQ. FT OR 0.0652 ACRES
STREAM D ARER = 22,488 SQ. FT OR 0.5162 ACRES
~ \\\\\\\p~~ouumllluruur~~~//// WETLAND ~~A~~
„ „ ~ ~'~~ AREA = 5,780 SQ. FT OR 0.1327 ACRES
STREAM A PERIMETER = 1274.4'
WETLAND "B"
AREA = 2,105 SQ. FT OR 0.0483 ACRES
STREAM "A" '%~ o ..„ ~ ~~~~~~ PERIMETER = 229.7'
381 TOTAL LINEAR FEET ON PROPERTY ///~~~~~~rrrrrrrlliiilii~~u~~`~~~~\\\\\
AVERAGE WIDTH OF STREAM == 23 FT.
tr:: ..; ~~>! ~'Y riA i,;~ t~ _ 27TH G JULY 2006 ~:~ AC.'TUAi,
TREAM "A" AREA = 5,543 SQ. FT OR 0.1273 ACRES ......Y ~~ ~.aDE un~DER xY suPERVISIe~ I ~.1 , . I,.;~ . ~.w: ~~~ ! :>; ;~-rmARY tern
LINES W1-W9 '~!' THE RddPROVEYENTS, IF ANY, ARE AS S.,iF:S ?w r ~. :„,. t~.~",P M;rnss~ 6t1ti~MUM S?ANliAIui~ OF PRACTICE
~R LAND SURVEYING IN NORTH CAROLINA BOARD RJLE 1800 (2Y NCAC 58) AND THE ERROR OF CLOSURE FOR THIS
Ft,RCEL DOES NOT IXCEED ONE (:) FOOT PER 10,000 FEET OF PERD~1'ER SURVEYED NOR 20 SECONDS TCr~S THE
..~i'APE: F>a4T ~F '~,&' ?,-Lr~gp ~c p?~,^.=p.. *rrp?rF??
~N.LR• z,:GNED
`~~">rET~LC~NCi L~I;.~~~dL~ 12o so o so 1~
NOW OR FORMERLY - - - - ---
AW -APPROXIMATE WIDTH
TOB - TOP OF BANK °' _ :: i-I .(.. r { .I ,-~ _
DEED BOOK 938, PAGE 0012 o WETLANDS FLAG DESCRIPTION Scale in Feet
_ _ PARCEL NUMBER: 4648-60-5968 1 60 FE _ _ 9 ~,+
_ __ _.
1~I1 ~ i ~~ ~~ ~, _ ~ _ ~~
_ __ ,~L , I",~.~~u L, - L~IVtH I iv'v iv1~1~' FOR
(~
I
I~ BLUEFIELD ROAD
~T
N ®
~9 C
P ~
.
~
~m .
m~ r~ mo
~m
REFERENCE: MAP BOOK 38, PAGE 103
TOWN OF MOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
N.LR.
~ TAX PARCEL: 4647-69-7821 ACRD FILE: 69152
~',~, STREAM "A" R.B. PHARR & ASSQt~E>~ I ~, .
_ `~N.LR.
SURVEYING & MAPPING
i
,.
~, ~ ~ 4~~~ I , .,,: .~ ,__ °~i04 TE~
I.N~A SE B.C. '~~ ~ 1" = 60' 7/27/06 ~~ ~~SLN-968

Al/1TC.
STREAM BUFFERS EXIST ON SUBJECT PROPERTY THAT ARE
NOT SHOWN HEREON. SAID FEATURES ARE PLOTTED IN DETAIL
ON A MAP PREPARED BY R.B. PHARR AND ASSOCIATES, P.A.,
DATED 7-27-06, PROJECT N0.68546, MAP LN-950.
NOTE:
THE WETLAND FEATURES SHOWN HEREON ARE COMPILED FROM
FIELD LOCATED FLAGS MARKED BY ENGINEERING CONSULTING \
SERVICES, LTD. (ECS) IN WHICH A SITE RECONNAISSANCE WAS
CONDUCTED FOR DETERMINING THE AREAS OF JURISDICTIONAL
WATERSlWETLANDS DATED MARCH 24, 2006, PROJECT N0.08-3649.
WETLAI
E WETLAND CERTIFICATION:
REFERENCE THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
~ero S~? N•C~ GRID (NAD 83) BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
a DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
~~p~ ~~~` IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE
m (5) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE
1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL. ~l
' ~U
LINES W1-W9 NAME: . c,:~; ..~; ..:. 3
(SIGNED BY U.S. ARMY CARPS OF ENGINEERS) ~j `` S' '`
U~1 ~ ~ :.
TITLE: =. • , ,~ # ~ f R ~ 6 2Q~$
/N.I.R.
DATE: t ~ ~ l ~ °~r M P..
1"'1
0
N.LR.
. ~,
\\ STREAM "A"
N.I.R.
~ N ~r "`i.~1E
~ ~1 ~
- J~N.LR.
^ 1~ ~ ~I
1 ~
1111 n
1 ~
.~~__~~ aw-i
1 ~' ~\~
24"
IALNUT
TREE
~~:
N~.LR.
-`- - N•I•R•
-

,1
~I
,INV.=769.Ed

'.,_ cY~1}~,
WATERS OF THE U S ''
STREAM DESCRIPTION SQUARE FEET ACRES
STREAM AAREA = 5,543 SO. FT OR 0.1273 ACRES
STREAM BARER = 17,372 SO. FT OR 0.3988 ACRES
STREAM C ARER = 2,839 SQ. FT OR 0.0652 ACRES
STREAM D ARER = 22,488 SO. FT OR 0.5162 ACRES

~~ulululllllulpg ..
"
~~
i
/////~~ WETLAND
A
~'~,~ AREA =
PERIMETER = 5,780 SO. FT DR 0.1327 ACRES
1274
4'
.

WETLAND "B"
' ~ AREA =

°° 2,105 SO. FT OR 0.0483 ACRES
'
.
PERIMETER = 229.7

11111111111111
27TH
L. } I ~ e'. M ~r;
• JULY 2006
I ,
~
Lq.r,Y'
frA 1~wE ~,hLER MF iYaF.ti'iSiv~ vb iiF ~ is W~ 'h ~h ~ rI~'i e~~r ~?I1 tt,
~ h 9k. ~..:x~E:
AND THE DdPROVEMENTS, 3F ANY, ARE AS SHOIPN HEREON THIS ALAI MEETS THE MUr'IMUM STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .1 800 (21 NCAC 56) AND THE ERROR OF CLOSURE FOR THIS
PARCEL DOES NOT EXCEED ONE (1) FOOT PER 10,000 FEET OF PERD~TER SURVEYED NOR 20 SECONDS T1MES THE
SQUARE ROOT OF THE NUMBER OF ANGLES TURNED.
SIGNED
WETLAND LEGENC~: 12o so o so 120
AW -APPROXIMATE WIDTH
TOB - TOP OF BANK SCae in Feet
o WETLANDS FLAG DESCRIPTION 1" = 60' ~~EE-~ /• lJf= i`I
REVISIONS ~ WETLAND DELINEATION MAP FOR
BLUEFIELD ROAD
REFERENCE: MAP BOOK 38, PAGE 103
TOWN OF MOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
TAX PARCEL: 4647-69-7821 ACRD FILE: 69152
R.B. PHARR & ASSOCIATE. ~.~:
SURVEYING & MAPPI~,RG
~C :r ,. LANE ~`~... ~'~ _ `
__. ~-
RE , Inc, n.
C~ _.
SE B.C. 1" = 60' 7/27/06 LN-968
MATCHUNE
- 25
1
~~ r
~~

~~
OD
O
~
WOODED ~ rZn

~ '~
N
AND "A" ~ ~
.R =1274.4' ~~
OR 0.1327 ACRES °
W12-W39
NOW OR FC
I '1~, ° ~ DEED BOOK 938
_ _ P~aRCEL NUMBER:
a ~ ~ ~
~1 '
~ EI
INV =767.26._
S.S.~1.H.~~
RIMa775.46 /
INV.~767.38

NOTE:
STREAM BUFFERS EXIST ON SUBJECT PROPERTY THAT ARE
NOT SHOWN HEREON. SAID FEATURES ARE PLOTTED IN DETAIL
ON A MAP PREPARED BY R.B. PHARR AND ASSOCIATES, P.A.,
DATED 7-27-06, PROJECT N0.68546, MAP LN-950.
NOTE:
THE WETLAND FEATURES SHOWN HEREON ARE COMPILED FROM
FIELD LOCATED FLAGS MARKED BY ENGINEERING CONSULTING
SERVICES, LTD. (ECS) IN WHICH A SITE RECONNAISSANCE WAS
CONDUCTED FOR DETERMINING THE AREAS OF JURISDICTIONAL
WATERS/WETLANDS DATED MARCH 24, 2006, PROJECT N0.08-3649.
100' PUBLIC R/W
(PLAT BOOK 38, PAGE 103)
__. irrv._\az
E
.~~~ ~ N.C. GRIDR(NAD 83)
N ~
~r
~~'Sr,A a~`a
~y
~~~~ '~~~9 ~9
0~~o QPG~ 9/
~o~ ~~~6 ~~~~
_(l~.A~~
STREAM "D"
1529 TOTAL LINEAR FEET ON PROPERTY
AVERAGE WIDT~I OF STREAM = 18 FT. ~,
M "D" AREA = 22,488 SQ, FT OR. 0.5162 ACRES ~
LINES W63-W107 AND W113-W120
(Sn~i
CFO
FR
0
9T~~~~L ~ ~qA
~ c
"~s. eq.( "~~~r ego
iyA ~urFgl ~,
~'~F o,F~ ~oR~~
FOR 9~0 q~~~H
WETL.A,ND "B"
PERIMETER = 229,7'
2,105 SQ. FT CR 0.0483 ACRES
LINES W104-W112
WETLAND CERTIFICATION:
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOTTO EXCEED FIVE
(5) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE
1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL,
NAME: ~ - : , ~ . `~:
(SIGNED BY U.S, ARMY C RPS OF ENGINEERS) r t'ti,:.
TITLE: `+~~ ~~G~
DATE: ~ + ~ 1-0 ~`rt~ i ~~j~ ^~~' ~ ~1;~,~F;

~'
~ (IIATERS OF THE U.S, ~;~>'`,N~
~~'~~
STREAM DESCRIPTION SQUARE FEET S
STREAM AAREA = 5,543 SQ. FT OR 0.1273 ACRES
STREAM BARER = 17,372 SQ. FT OR 0.3988 ACRES
STREAM C ARER =* 2,839 SQ. FT OR 0.0652 ACRES ~
STREAM D ARER = 22,488 SQ. FT OR 0.5162 ACRES
\\\\\~p~luluuuuulur,,,~/// WETLAND ~~A~~
\\
~'% AREA = 5,780 SQ. FT OR 0.1327 ACRES
PERIMETER = 1274.4'

WETLAND "B"

.
" ~ AREA -
'
` 2,105 SQ. FT OR 0.0483 ACRES
%
~~
PERIMETER =
/////
\\\\\
0. 229,7'
//~ / / / / / / /
11 ~ 1 ~ ~ \ \\\
! 1111
111111
III
2006
IE: ~r 27THR~~LRTr ~
Y'`.
~k~~: AA3 MA, k , ,.ti . ~~ .r r.>:,.: uti . F c
lc;w? ~ti ~~ULLk~
4~ r
^
cu
~
,
~
:~
~
k~AR
LkNI
AND THE D,IPROVEMEN'15, )F ANY, ARE AS SHOWN HEREON. THIS PLAT YEE75 THE YDDd11YUld STA.h~ARD5 OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .18D0 (21 NCAC 58) AND THE ERROR OF CLOSURE FOR THI5
PARCEL DOES NOT E%CEED ONE (1) FOOT PER 10,000 FEET OF PERDIEE'["ER SURVEYED NOR 20 SECONDS TDdES THE
SQUARE ROOT OF THE NUMBER OF ANGLES TURNED.
SIGNED
v1'ETl_~~,PJC~ L~-~yE~a~i, 12o so o so 12
AW -APPROXIMATE WIDTH
TOB-TOP OF BANK Scale in Feet
o WETLANDS FLAG DESCRIPTION 1" = 6O' ~I-!~~~ 1 ~~~F r
___ ___.
_ ~-~~~Y1~1~- ~ 1~~i~i~l~vu ~~Li~vta~i0fv MAP FOR
' BLUEFIELD ROAD
REFERENCE: MAP BOOK 38, PAGE 103
TOWN OF MOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
TAX PARCEL: 4647-69-7821 ACRD FILE: 69152
R.B. PHARR & ASSOCIATES, P.A.
I SURVEYING & MAPPING
;NE ;':,:< TEL. [phone]
,,, 1S"tG.
SE B.C. ~ 1" = 60' 7/27/06 LN-968

WETLAND CERTIFICATION:
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOTTO EXCEED FIVE
(5) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE
1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL,
NAME:
(SIGNED BY U.S. ARMY CORPS OF ENGINEERS)
TITLE:
DATE:
NOTE:
STREAM BUFFERS EXIST ON SUBJECT PROPERTY THAT ARE
NOT SHOWN HEREON. SAID FEATURES ARE PLOTTED IN DETAIL
ON A MAP PREPARED BY R.B. PHARR AND ASSOCIATES, P.A.,
DATED 7-27-06, PROJECT N0.68548, MAP LN-950.
NOTE:
THE LINE TABLES SHOWN HEREON ARE COMPILED FROM FIELD
LOCATED FLAGS MARKED BY ENGINEERING CONSULTING SERVICES,
LTD. (ECS) IN WHICH A SITE RECONNAISSANCE WAS CONDUCTED FOR
DETERMINING THE AREAS OF JURISDICTIONAL WATERSIWETLANDS
DATED MARCH 24, 2006, PROJECT N0.08-3649.
WATERS OF THE U.S.
STREAM DESCRIPTION SQUARE FEET ACRES
STREAM AAREA = 5,543 SQ. FT OR 0.1273 ACRES
STREAM BARER = 17,372 SQ. FT OR 0.3988 ACRES
STREAM C ARER = 2,839 SQ, FT OR 0.0652 ACRES
STREAM D ARER = 22,488 SQ. FT OR 0.5162 ACRES
WETLAND "A"
AREA = 5,780 SQ. FT OR 0,1327 ACRES
PERIMETER = 1274.4'
WETLAND "B"
AREA = 2,1D5 SQ. FT OR 0.0483 ACRES
PERIMETER = 229.7'
LINE TABLE
LINE BEARING LENGTH
Wl S62'S7'29'W 12,47
W2 S64.18'28'W 59,87
W3 S82'14'13'W 72,83
W4 S16'S4'28'W 27,97
W5 S78'44'33'W 50,37
W6 S74'24'07'W 90,44
W7 S66'ST43'W 23,16
W8 Pi80.13'13'W 30,82
W9 N60'24'3TW 12,78
W10 N30'28'04'W 1,19
Wll SI5'26'13'W 3,06
W12 S15'19'08'W 8,13
W13 S52'29'10'E 36,53
W14 S43.OB'12'E 42,33
W15 S50'45'25'E 20,21
W16 S76'14'39'E 72,70
W17 S7T17'S3'E 53,11
W18 S77'23'34'E 5994
W19 S80.50'3TE 73,52
W20 S71'22'06'E 49,39
W21 S75'22'03'E 55,99
W22 S7B'21'02'E 41,53
W23 ~76'18'27'E 68,63
W24 S60'40'38'E 45,53
W25 S88'ST46'E 8,84
W26 N88'02'14'E 381
W27 N26'32'29'W 13,27
W26 N86'13'S8'W 13,73
W29 PI80'OS'40'W 72,85
W30 N75'S0'S2'W 51,16
W31 N76'00'44'W 56,04
W32 N7T29'S3'W 45.46
W33 N77'44'16'W 55,60
W34 N77'39'S0'W 71,55
W35 PI75'31'1TW 58,97
W36 N77'05'06'W 60,94
W37 N73.19'45'W 34,69
W38 N61'00'42'W 18,83
W39 P148'20'41'W 80,87
W40 E15'03'09'E 30.71
o ~~~~~ p
~~AR ~~ 6 _2008
:iAi~ii~ziiAill~
WE i ir~vG:; '+i~'~ STGRid',VATER BRANCH
\\\\\\\v \ \ \ \ \ \ ~ I ~ ,11 i i I I I I I I I I I I ! ! ! ! ! ! / / ///// /i
!!!???? I I I I I I I I I I I O~~\\
LINE TABLE
LINE BEARING LENGTH
W41 S06'56'10'W 89,66
W42 S36'30'S3'E 45,42
W43 S53'15'18'E 43.04
W44 S65'04'31'E 32,94
W45 S67'45'24'E 65,86
W46 S50'40'41'E 51,64
W47 S46'45'38'E 56,24
W48 N84'20'16'E 26,81
W49 S6T31'17'E 34,71
W50 S46'28'32'E 38,D9
W51 S88'29'21'E 16,47
W52 S50'31'3TE 47,79
W53 S33'25'59'E 28,16
W54 S66'O1'03'E 41,94
W55 S88.38'29'E 32,45
W56 S27.52'14'E 83,63
W57 S79'35'53'E 48,10
W58 S66'36'31'E 69,77
W59 S28'32'09'E 50,20
W6D S78'S9'46'W 46,30
W61 N63'45'03'W 48,66
W62 S71'll'23'W 4,53
W63 S10.14'17'W 52,39
W64 S00'S5'S7'E 41,92
W65 S20'15'08'E 45,77
W66 S04'05'19'W 21,97
W67 S59'15'26'E 29,10
W66 S11'48'00'E 36,44
W69 S36'05'S3'E 23,74
W70 S50'46'17'E 26,36
W71 S74'28'S2'W 11,83
W72 S59'41'17'W 36,53
W73 S59'03'10'W 32,20
W74 S75'OB'S7'W 10,35
W75 S14'S4'29'W 9,57
W76 S85'28'45'E 26,97
W77 S21'41'38'W 33,11
W78 S29'S8'S1'W 27,98
W79 S25'02'39'W 40,24
W80 S17'29'45'W 19,11
LINE TABLE
LINE BEARING LENGTH
W81 S31'29'33`W 6018
W82 S55'10'23'W 18.92
W83 S29'37'S8'W 15,79
W84 S66'S5'34'W 15,10
W85 S29'S6'17'W 29,09
W86 S18'39'20'E 15,14
W87 S31'S9'13'W 2633
W88 S02'12'34'E 49.66
W89 S57'04'34`W 17,05
W90 S26'37'35'W 40,20
W91 S60'50'22'W 29,63
W92 S05'51'31'E 4298
W93 S23'18'02'E 32,15
W94 S61'02'24'W 33,11
W95 S45'04'40'W 51,14
W96 S37.07'47'W 34,16
W97 S08.03'24'W 13,16
W98 S26'D6'16'W 70,70
W99 S24.33'20'W 9,57
W100 S6TOl'il'W 1202
WI01 S46'07'26'W 13,77
W102 S44'42'33'W 2747
W103 S56'S8'S5'W 68,68
W104 S0T1T25'E 37,68
W105 SDO'27'03'E 15,78
W106 N82'05'S6'W 21,23
W107 S55'll'31'W 51,88
W108 S58.00'23'W 29,42
W109 S33.50'32'W 21,69
W110 S25'30'33'W 19,23
Wi11 S38'21'37'W 16,51
W112 Sll'13'00'W 16,26
W113 S78'02'29'W 6317
W114 S68'28'05'W 25,03
W115 S32'05'03'W 1494
W116 S80'06'08'W 33,19
W117 S24'44'44'W 22,62
W118 S39'26'15'W 17,29
W119 S04'39'39'W 43,38
W120 S04'S3'S4'E 46,44
SHEET 9 OF 9
~___REVISIONS
WETLAND DELINEATION MAP FOR
BLUEFIELD ROAD
REFERENCE: MAP BOOK 38, PAGE 103
TOWN OF MOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
TAX PARCEL: 4647-69-7821 ACRD FILE: 69152
R.B P G;i`'~~i~ ~ ASSOCIATES, F,~.
SURVEYING & MAPPING
420 HAWTHORNE LAh" ~;~'~~ ~ ~=204 TE.
- ._-__
S.E. B.C. 7/27%06 LN-968

, f

NOTE:
STREAM BUFFERS EXIST ON SUBJECT PROPERTY THAT ARE
NOT SHOWN HEREON. SAID FEATURES ARE PLOTTED IN DETAIL
ON A MAP PREPARED BY R.B. PHARR AND ASSOCIATES, P.A.,
DATED 7-27-06, PROJECT N0.68546, MAP LN-950.
NOTE:
THE WETLAND FEATURES SHOWN HEREON ARE COMPILED FROM
FIELD LOCATED FLAGS MARKED BY ENGINEERING CONSULTING
SERVICES, LTD. (ECS) IN WHICH A SITE RECONNAISSANCE WAS
CONDUCTED FOR DETERMINING THE AREAS OF JURISDICTIONAL
WATERS/WETLANDS DATED MARCH 24, 2006, PROJECT N0.08-3649.
WETLAND CERTIFICATION:
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
E BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
~~d REFERcNCE IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION
~~ N.C, i;RID
(NAD g3) 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE
~ (5) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE
rsPA ~,a~ 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL E I ~~ ) ~ ~ sl ,~ 'i1
m ~ Ii`
NAME: BIItti'~1~.'~ ~ ~
(SIGNED BY U.S. ARMY CORPS OF ENGINEERS) ~ „ ,,nnn
TITLE: N1Rh; Z b LUDO
DATE: ~~r+k wATEhc~uAUTv
S rn~~,+M~?a, 9RAI+f.H
~~;,, . .,
'iNATERS OF THE U.S.
STREAM DESCRIPTION SQUARE FEET ACRES
STREAM AAREA = 5,543 SQ. FT OR 0.1273 ACRES
STREAM BARER = 17,372 SQ. FT OR 0.3988 ACRES •
STREAM C ARER =~ 2,839 SO. FT OR 0.0652 ACRES
STREAM D ARER = 22,488 S0. FT OR 0.5162 ACRES
\\\\11111umuluupff//i WETLAND "A..
';~ AREA = 5,780 SQ. FT OR 0.1327 ACRES
PERIMETER = 1274.4'
WETLAND "B"
' ~ AREA = 2,105 SQ. FT OR 0.0483 ACRES
,~ ~ ~ PERIMETER = 229.7
//////////lllllfllll e• 111111U~~\\\\\\\\\\
IIII
rnsy Ic cErrri~~~ ~i;n7 GN , 27TH aAr ~ JULY 2006
~;
SURVEY l1AS MADE UNDER 1[Y SUPEr :!"' ~ m,~' t dTY ~ri~>i~, ..~N 7r„ PLR" ~'r Ii.-. h~ a C1.,A.Ki L:iyEii
AND THE D~'ROVEMENTS, IF ANY, ARE AS SHCTrN HEREON. THIS PLAT idEE'tS THE 1QN'IMU1d S;'A .,APa3 OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .1800 (21 NCAC 58) AND THE ERROR C!' CLCSL'RE FOR THIS
PARCEL DOES NOT IXCEED ONE (1) FOOT PER 10,000 FEET OF PERII4.TER SURVEYED NOR 20 SECONDS TOSS THE
SQUARE ROOT OF THE NUMBER OF ANGLES TURNED.
SIGNED
'~,'~~~~W~TLt'k~JE~ LE~~FNG 120
___ - ---
AW -APPROXIMATE WIDTH
TOB - TOP OF BANK
~ WETLANDS FLAG DESCRIPTION
REVISIONS
Scale in Feet
1" = 60' :SHEET 3 OF 9
WETLAND DELINEATION MAP FOR
BLUEFIELD ROAD
REFERENCE: MAP BOOK 38, PAGE 103
TOWN OF MOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
TAX PARCEL: 4647-69-7821 ACRD FILE: 69152
.. F'hiA~fi~ ~ ASStJCIATES, P.A.
~ SURVEYING & MAPPING
420 HAWTHORNE LANE CHARLOTTE, N C 28204 TEL (7C4) 37F-21 A6
V1SED: _ __ . _
SE B.C. 1" = 60' 7/27/06 LN-968
STREAM "C"
~ OR FORMERLY 116 TOTAL LINEAR FEET ON PROPERTY
AVERAGE WIDTH OF STREAM = 24 FT.
)OK 834, PAGE 664 STREAM C AREA = 2,839 SQ. FT OR 0.0652 ACRES
IMBER: 4647-79-1992 LINES W67-W70

t

NOTE:
STREAM BUFFERS EXIST ON SUBJECT PROPERTY THAT ARE
NOT SHOWN HEREON. SAID FEATURES ARE PLOTTED IN DETAIL
ON A MAP PREPARED BY R.B. PHARR AND ASSOCIATES, P.A.,
DATED 7-27-06, PROJECT N0.68546, MAP LN-950.
NOTE:
THE WETLAND FEATURES SHOWN HEREON ARE COMPILED FROM
FIELD LOCATED FLAGS MARKED BY ENGINEERING CONSULTING
SERVICES, LTD. (ECS) IN WHICH A SITE RECONNAISSANCE WAS
CONDUCTED FOR DETERMINING THE AREAS OF JURISDICTIONAL
WATERS/WETLANDS DATED MARCH 24, 2006, PROJECT N0.08-3649. '~
as s"~y N.C. GRID~~tNCE
n (NAD 83)
R
~~
~P~ ~~a

~, ,
~~I
~t~v.=no.1s
~~~ S.S.M.H.
~ j ~: RIM=775.16
// ~' ~ INV.=770.25
,~y1'
~''
~~
"! ! WOODED
~~~ i
~~ .,
STREAM "B" I i
~~
v.
I I /M
~- ~ s
•~'~ - -
,,
Q-~~~ ~ ,
.~00 ~s. ~~P~'`
1 ~~ 5Q
,i- ~~~~0~~®
/ Qti
_ ~ ~ / ry`u
~~ ; ;'
SIT /"- ~~~~ ~ WOODED
~.fn ~ j~,
cif : -
~,,.
,,e . _._ _.. ,. _. - toe
r~ ~= .-
81 ' ' VNV.=n3.32 STR n „ F _/ y~_,
,'RIMS77~ ~~.=773.38 1041 TOTAL LINER-
AVERAGE WIDTH FEET O(~-~pROpERTY '
"'' ~'- STREAM ~' g" _
AREA _ ~F STREAM = 17
LINES 17,372 SQ. ~ FT.
- - ~ ,' _ W10-W11 AND W40-W62R 0.3988 ACRES
~~. I' ,
. ,
~a N
WETLAND CERTIFICATION: '
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE, UNLESS THERE IS A CHANGE
IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE
(5) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE `'
MY.Yb ~I 11 ..9 ;tp~
1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL. ~' ~.ti I ~ ~ ~ ~1'P 1 ~ ~~~
~I•.~
NAME; ~.~ ? .. ; .__ ,+', ~ , R ~ 6 ZOOS
(SIGNED BY U.S. ARMY CORPS OF ENGINEERS) L, :+
TITLE: •• ~~-'
m1Ai Eke v A ~k BItANG
DATE: NTr r d;- r
~IVATERS OF THE U.S.
STREAM DESCRIPTION SQUARE FEET ACRES
STREAM AAREA = 5,543 SQ. FT OR 0.1273 ACRES
STREAM B ARER = 17,372 SQ. FT OR 0.3988 ACRES e
STREAM C ARER =~ 2,839 SQ. FT OR 0.0652 ACRES
STREAM D ARER = 22,488 SQ. FT OR 0.5162 ACRES
p1111111111111111,
\\\\~~~~~ ~~,,~~~~ WETLAND ..A..
\` ~%/ AREA = 5,780 SQ. FT OR 0.1327 ACRES
PERIMETER = 1274.4'
WETLAND "B"
°°•, ~ AREA = 2,105 SQ. FT OR 0.0483 ACRES
PERIMETER = 229.7'
~~!!f I l I I I I I I 1111~~~
r~~ ~~ „ 27TH Y JULY 2006
~..~'L'f MA„ 1>U~ k ",Lek M" i~++~i '~ ~r 11L Fl.v. Lrt7 ..rii;Wti C++~, :IS 'rLP A~ 7 ~ h,.A.~:. '.,„'ti
AND THE D~ROV'EMENTS, D' ANY ARE AS SHOWN HEREON. THIS PLAT MEETS THE MINIMUM ~" ~ OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA BOARD RULE .1800 (21 NCAC 56) AND THE ERROR Lr ~;~;SURE FOR THI5
PARCEL DOES NOT EXCEED ONE (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TD,fES THE
SQUARE ROOT OF THE NUMBER OF ANGLES TURNED.
SIGNED
,~,~~ i l ~~°~a;! L.E+,,_°~~;; 12o so o so 120
AW -APPROXIMATE WIDTH
TOB -TOP OF BANK Scale in Feet
o WETLANDS FLAG DESCRIPTION 1" = 6O' r__..
Inc ~ ,, _ ~~; ~~~ ~ ~t~;vtJ L•~vlPv~,a i iuiti ~1AP FOR
BLUEFIELD ROAD
REFERENCE: MAP -BOOK 38, PAGE 103
TOWN OF MOORESVILLE, IREDELL COUNTY, NORTH CAROLINA
TAX PARCEL: 4647-69-7821 ACRD FILE: 69152
R.B. PHARR & ASSOCIATES, P.A.
~ SUR1fE~11`d^ ~ MAPPING
4tG ~'-- LANE r~ ~ ~~4 TEL. [phone]
'~ ViSEG' _.~...~~---------
SE B.C, 1" = 60' 7/27/06 LN-968

~. ~ ~_~t
r<
~1~;~_ ~
1`~4' ~ ~ nll~
i~~ ~'`
il,,:, ~~ ~;~~,ata~k
uF,r ,n~~~,~~ . ,.
`,~ zt~y~5,~t7J~
>~M'
..,. .~ ~ I I I I~ I ~.
PH ASE I ~, ~» , m,~. 3LUEFIELO R^..A~ iR 'ifi7 I" IDiO`~y`I I d ~ ~m~^~~n I ~~~1
~,~~,~.~,~ - --~------~~~_ PHASE 11 ~I
>x ~ ~ ; \
~ ~--- " ~ -- v 1 ~'
~~~
~ ~" I
II I ~ I
/ ~ a ~ \
~I .,
/
-t~nwD a // ~// I i s~iurl a !; ~/ . ` ~ ~ snow s \ \ ~
~ // I ~ ~~// / w~nuro ~ /
1~ /
~.. I I / I / ` ~ / ~l ` /
I I I /.. ~ I ~~ ~ ~ / /
i I I ~ ,,~ / l` /
// f
II I I i l i l ; - -~+- ~4
S1REAll D ~ / ~ i I l;
i it ~ li _ ! ) ~~ ; ~~ ~ \ ~ ~ '
( ( _ \ TEMP.SKIMMERSEDIMEN~`~ /
i I~ I' ~ ~ iT 1 BASIW \ ~~~
e ___ r I;~, l l ,~,\ ~ y
\~ ` PERM. WQ POND \ f /~ ~ ~
_ . ~ _ ~\ `` (PHASE I) <-L ~-- z \ \ (
_ _ _ °rm - ~ _ % ~ ~ bKIMMER ~ / ~ • t "_ 4~..a
_ I) ¢ / BASINI
o ___ /~ ~~~~ -~~_ il1 I~RM.WaPOND\ ,1 ~f~ `,~~~~~:.
_ ,~ ~ ~ I ~ ~ ~~ ~ ~ (PHASE II) ~~ ~ ~ ,~
m m.n ~ `q\
~~ ~~~M
\` YYYOOORRRNNN I
v _ ~ I
a ``` -` I
~ _ J
a
I°Copyright©2008 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations ore the property of Design Resource Group, PA; and ore intended solely for the use of the recipient
"L noted. No third party use or modification is permitted without written authorization.

O ~
z z
w
m
'~ N
z E''~<
~ UI F
~
E a ~<
~
~ C
(~ p
Z2
O
O
a~ ~
Wax
w~~
a

a ~

x
H
"duroe Group
>zso rrea ~ ~ zw
a.btr, we a~oe
iaaumoe ~ ra
mtrppsas
.r~a~a etrohtteatu~
•~~
.p,~
•~
~~~~
STREAM
DISTURBANCE
BULLETIN
NOR1H
Scale•~ 1' = 200'
Date.31 JAN. 2008
Project No.:~217-004
Revisions:
1. 77 YM. OB PER STATE C011YENT5
sheet ~ OF 5

Tt- TBRt;~- - - -
~'
I
i
>~_

,~
- i~~~
I~~
~~
•

_,~ .
V
8
------ --------------- _1
R/W ~ /._
~ /
/ 7----
/ / /
l jlj
/ /
/ /
/ / / /
/ / /~ /
/ / /
/ /
~ ~ ~~~ /
/ // /
/ /
/
STREAM BUFFER DISTURBANCE
TOTAL STREAM ON SITE - 5,520 LF
INNER STREAM - 3,237 LF
OUTER STREAM - 2,283 LF
UNDISTURBED
INNER STREAM - 3,031 LF
OUTER STREAM - 2,186 LF
TOTAL UNDISTURBED - 5,219 LF
DISTURBED
INNER STREAM - 206 LF
OUTER STREAM - 95 LF
TOTAL DISTURBED - 301 LF
TOTAL DISTURBED WETLANDS
WETLAND A - 5,874 SF
WETLAND B - 0 SF
/ ~ u,,
/ /
>~~ ~~~~~
l (q~,^ ~T ~ 'V~Rc~
~ / ~ / l r ~ ~ R~FO JR~'~q
`\\ / / /
\ ~ ~~ /
~\~~ ~ /
• \\~ /FPPPESC/ /
~ ~ W.V.~~
1 1 \ I Y /
/ l ~ ~\ /
r
/ k~ \
/'Y \ ~ \ \ \
/ F.H. \,\~
/ \ \ \
/ \\~~
\~ ~
/ ~\ ~\
/ // ~~~~
\~ ~~
/ ~ ~~
/ / ~ >,~
/// ~
/ /
/ 1_ /
~~~l~~D
~~, .,
s~ ~, ?~,Oa
N
r
w
w
N
~_
~~~ _~,~
~, ~\~
~~\
\\ ~\
~~HEET 2 _

l;opyrightUc 2UU8llesignKesourceGroup,PA This plan or drawing and any accomponying documents or colculations are the property of Design Resource Group, PA; and are intended solely for the use of the recipient
noted. No third pony use or modification is permitted without written outhorizotion.
z

~"'

O Ul
E,,,
z w
~
~" m
d `~
Q z ~ ~N
`
z
V1 F
~]
W W e10
a `
a Z~
~1
a ~ xz
W
O w a~
W ~ Q ~~
~
f!1 O

~ ~

xi
F
Group
~~~~z"
raa~c
....ate.
•t~pa era<tiiaaton
.~~ ~
• d~ Sbgin~alog
•~ ~a
STREAM
DISTURBANCE
BULLETIN
NoR~rt
Scole:l" = S0~
Dote. 31 JAN. 2008
Project No.:217-004
Revisions:
1. 17 MAR. 09 PER STALE Eo1YENTS

sheet 2 QF 5

F'-----------------------------------------------------
I ~
I I
I ~
I I
I I
I I
I
~q q~/~ ~
N f'7 ~ eq./R,ITi
H S~/~ `~Ik C~~
w ~ p F qR
vzi ~ ~kF ~0 Cp~ ~GRM~~y
~__~~~ RMq qR
~~~ ,-~\ I N Fq
~ - / ~~~~ I
- ~~\ I
I
\`'` I
\ i
\\\
____ SHEET 2 __ ~ ~ ___~ J
• SHEET 3 - ~~ _
-r-~. ` ~ --~ ~\
I '
I ~~~ ~~~
I .~~,,_, \ 1 \
I ~~ \ \ \
I ~ ~ \ ~\ \
~~ \ \ \ \
~` ~ \\ ~
~ `. \ \~\
~, ` \~ \ ~ \
`, :. ~ ~ ~
I \~ ,1 TEMP.SKIMMERSEDIMENT `~• \ ~ \ \\ ~ J
\~ ~ BASIW `~ \ \\ \ I ~\\\~
~ 1 ~ PERM. WO POND ~ \ ~ ~\ '
11 ~ ; (PHASED ~\ ~ ~ ~ J ~\
I
~ ~ ~ ~
. ~ ~
`~ `. ~~ i
~.`.~ i --
~. ~~ t---- ---~,
Q~~~e~lJ~ D
~ ~ ~i~l~~
,r, 0
Iv; ~-
>~~~,5(w
~/} ~~W~'ERBftAP1CH
N,;
STREAM D
481,65 SF/29 LF OF
STREAr~ DISTURBANCE
FQOT BRIDGE /
TEMP. SKIMMER SEDIMENT
BASIW
PERM. Wa POND
(PHASE ID
~•
~ ~ I,
~ 1 li
Ij ~~!
Jl ~~
//
// ~~ 1 I
~~ I
i~~ ~ /
STREAM B
595 SF/31 LF OF
STREAtU DISTURBANCE
FOOT BRIDGE
//~ \` -

- ~ ~r
I '
i ~~
i '-~ _
vv
t / / NO'fl OR FOPh4~ R;_`~ \ \ \ v J ~ 11 11 ~ i I
-_ ~ 1
Copyright ©20D8 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations ore the property of Design Resource Group, PA; and ore intended solely for the use of the recipient
noted. No third pony use or modification is permitted without written authorization.
d

~

O ~
~,
z w
~

W v ~°
~~
xz ~~
Z
~w woo
a
„y z ~<
U
~
eiUl aF
W ~ A xz
'O
~ wad
W A"~

W O
a ~

x
H
Group
~~z~
704aWAE0! 1¢ 7GI56110W
1t~,~~OD~
•Lu-l~p~ Arebtt~etnet
•Urb~n DM([<n
~a>rn ab~lewe(ng
•~ ~c
STREAM
DISTURBANCE
BULLETIN
NORTH
Scale 1" = S0~
Dote 31 JAN. 2008
roject No. 217-004
Revisions
I. 17 W1R. OR PER STATE CdwERTS

sheet 3 OF 5

z
d

a

o ~
~,
z z
w
r
z ~
~ ~
Z
a W ~' °
~
~, a
~ z
¢ ~ a~
~ A xz
W
O W a~
~' ~
y
W Q
a
~ ~
w ~

W
x
F
~uroe Group
~~~~z"
...~.
• Arebit~otoet
.Q~ ~
•~ ~a
STREAM
DISTURBANCE
BULLETIN
NORTH
Scale 1" = 50~
Date 31 JAN. 2008
Project No..217-004
Revisions:
1. 17 MFR. OB PER STATE CWNENiS
i
sheet 4 OF 5
Copyright ©2008 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations ore the property of Design Resource Group, PA; and are intended solely for the use of the recipient
noted. No third party use or modification. is permitted without written authorization.

~." "~~~~ I ~~~~~ I ~~~~ ~ - ---- --- ----- SHEET - -1
SHEET 5 T
_ _ _ _ ANDREW CIRCLE _ _ _ _ %~' \\ ~ ~.~ \
--. ~ ~~
\ ~ ~
- '' ii ,i - , CULVERT CROSSING ~
PROFILE ~
I \
~ %'
,' ~~ STREAI'A B ;%~',~
i 1,556 SF/116 LF OF
~ STREAM DISTURBANCE OB-~
_ ~ NEW DRIVEWAY CULVERT ~-

~\
~~~\ Z
.;y-
~,~,
M J
-'s}:
I

ANDREW CIRCLE
~ ~• I (p~
~ '~
s
WETLAND A-
5,874 SF DISTURBED
i ~
t
.~
~.~ %/r
~? /
~ ~.,
j' _ `.
CULVERT CRdSSING~
CROSS SECTION ~
~ I
~~yA \ ,
~ ~ ,i
.~ -,-U~
~% ~. ,
/" '~
.. -,, ~~
x ~~ l~ TDB ,"
' ~~ ,~
~ ' / // ~Un~\.
~ ~, `~,
~''~ --- NDREW CIRCLE ~ / /~ / // ~~';c-, 11.~J
~. ~ / // /
~~ r ! ~/ 0+00 1+DD
/ ~ 790
i / D
i / ~
`~ ~ ~ /~ / GRADE
,,
~,,~ ,
~ / ~ ,
-~ •/ ~ %/~ ~ 780 p
\,., ~~, O // / / ROUND
_/~ ~ .'/ ~~~5 ~ /// ///
~~ /~\
d~ ~ ~` ~~ ~ / /~~ // / 770 p
~ ~ /
~ ~ ~ ~~ ~ /
/~ / ~i,/ / ~ / 9
/ /
/ / /
/~ ~ / / ~ ~/
I /
~ / ~ ~.
' ~ ~/
_ _ 7 _ . - ! ~ ~ J - - - - - - - - - - - - - - CULVERT CROSSING CROSS SECTION
o+oo
79D
780
770
OUND
RAP
BD
Copyright ©2008 Design Resource Group, PA This pion or drowing and ony occomponying documents or calculotions are the property of Design Resource Group, PA; and ore intended solely for the use of the recipient
nosed. No third poriy use or modification is permitted without written outhorization.
1+Om+25

d
~"
~

° ~
z z
W
~ m
yr
z ~~x
w
a W ~o

.,
(~ a ~ e a
z
~ ~ ~ aF
~ A mz
W
O n
O
~ WM~
..
W a
Q

G,' ~

W
(~
~nrce Gronp
~a~"`s+so~e~ ra.
mkOPca
•LfOd~p1 d1'tb11i10t1R1
•IJrbtin Dsid~
.ate ~~
'~ ~6
STREAM
DISTURBANCE
BULLETIN
NORTN
Scale 1" = SO'
Dote:31 JAN, 2008
roject No.:217-OD4
Revisions•
I. 17 NAR. ~ PER $TAIE CWWENI$
Sheet 5 OF 5
CULVERT CROSSING PROFILE