20070400 Ver 1_Application_20070305

February 21, 2007
Asheville Regulatory Field Office
U.S. Army Corps of Engineers
151 Patton Ave.
Room 208
Asheville, NC 28801-5006
Attn: Mr. Steve Chapin
C~IJ RTESY
C®P~
Re: Revision to Jurisdictional Wetland Delineation Plat
Ranson Road Property
Mecklenburg County, North Carolina
EPC Project No. MROSjwd031
SAW #- 2006-33079-360 or 2006-33080-360
Dear Mr. Chapin,
MAR ~ ZOp? ,

A wetland delineation report was prepared on April 5, 2006 for the a property referenced
as Ranson Road Property for Ken Kloeber at Milone and MacBroom, Inc. of Greenville, South
Carolina. A few changes were made to the plat at the request of our client. The wetland
delineation plat was rechecked by the current surveyor at the surveying firm, and now shows
some areas that were not previously shown on the plat. Following are a list of the changes.
1) The map is for "Ranson Road West, LLC" instead of "Beazer Homes"
2) Coordinate Values were changed to True State Plane
3) Detail of Stream 1 now shows stream almost going to the property boundary in the
southeast of the property
4) Detail Area 3 now states "Non jurisdictional Isolated Farm Pond" instead of
"Isolated Farm Pond"
5) Revision Date Added
6) Offsite Waters of the US shown along northwestern property boundary for proposed
sanitary sewer crossing.
We understand that the wetland delineations cannot be verified currently. However, a
permit application is being submitted simultaneously with this project.
We are requesting verification of this jurisdictional wetland delineation. Please direct
your written response to EPC, Inc. Thank you for your assistance with this project. If you have
any questions or need additional information please call [phone].
Sincerely,
Enviro ental P//e~~rmitting Consultants, Inc.
~c/iL~
A ril B. Graham
cc: Paul Mills, Milone & lViacBroom, Inc.
P.O. Box 3744 Greenville, South Carolina 29608 [phone] Fax [phone]

Office Use Only: 2 O ~orcq v~rsi 4 0 0 5
USACE Action ID No. DWQ No. (r
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ~ O U RT E ~Y
C©P`~'
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: Nationwide 39
3. If this notification is solely a courtesy c y because written approval for the 401 Certification
is not required, check here: Check
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: N/A
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 ~ D of
Environmental Concern (see the top of page 2 for further details)
II. Applicant Information MAR b ZOQ7
Owner/Applicant Information DENR - w~7'~ri_c~~f+i-in
Name:John Netherton at Ranson Road West, LLC ~~~~~
Mailing Address: 5511 Capital Center Drive, Ste 105
Raleigh, NC 27606
Telephone Number:~9191-256-1981 Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.}
Name:.Aoril B. Graham
Company Affiliation: Environmental Permitting Consultants, Inc
Mailing Address: PO Box 3744 Greenville SC 29608
Telephone Number:~864) 271-3040 Fax Number: [phone]
E-mail Address: april(a,enviropermit.com
Page 1 of 1

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: The Oaks at Huntersville
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):~3 Parcels) Parcel #1- 00932112. Parcel #2-
0093211 l.Parcel #3 00932102
4. Location
County: Mecklenburg Nearest Town: Huntersville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):From Charlotte take I-77
North toward Huntersville. Take Exit 23 for Gilead Road and turn left at red light. Follow
Gilead Road for approximately 1.0 miles and turn right onto Ranson Road. Follow Ranson
Road for approximately 0.5 miles and turn left into driveway just past school on right.
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): 35.4167590°N 80.8740636 °W
6. Property size (acres}: 52.612 +/- acres
7. Name of nearest receiving body of water: Torrence Creek
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/.)
Page 2 of 2

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 currently has two single family residences on
property with associated out structures in the southern portion of the property. The northern
and eastern portion of the property is undeveloped and is in hardwoods and some Qlanted
pines. The western portion of the property is undeveloped floodplain associated with an
unnamed tributary of Torrence Creek. The surrounding properties are developed as single
family housing, residential subdivisions and a school.
10. Describe the overall project in detail, including the type of equipment to be used: The Oaks
at Huntersville project involves the development of ninety (90) single family lots for a
residential subdivision, along with associated infrastructure such as water, sewer, roads, and
sidewalks. Grading will take place in the eastern portion of the development. Two sewer
lines will be installed on the property to tie into the existing sewer lines along the southwest
and northwest portions of the property. A 15' permanent sewerline easement will be aquired
from an adjacent property owner to the north. A backhoe and front-in-loader will be used to
install these sewer lines. Four (4) storm water detention ponds will be installed along with
three (3) rain gardens to accommodate the storm water from the property
Explain the purpose of the proposed work: The purpose of the project is to construct a
residential subdivision.
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 USAGE 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. The Jurisdictional Wetland Determination was submitted on April 5
2006. A revised plat to include an offsite sewer line easement is included along with this permit
application packet. The SAW# that was previously assigned to the JD are 2006-33079-360 and
2006-33080-360. The delineation has not been verified.
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
Page 3 of 3

VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The placement of sewer line
infrastructure will be required for this residential subdivision as well as grading on the site. One
forested wetland consisting of 0.033 acres will be filled as part of the grading and sewer line
placement in the middle of the properly. The~roposed sewer lines in the northern portion of the
property must cross over two intermittent streams and one perennial stream and consist of 16.3
linear feet, 15.5 linear feet, and 15.61inear feet respectively. See attached photos.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
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)
Impact Area 1 Fill Forested No 425 L.F. 0.033

Total Wetland Impact (acres) 0.033
3. List the total acreage (estimated) of all existing wetlands on the property: 0.625 Acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Page 4 of 4

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
Impact Area 2 Unnamed Backfill and Bed Intermittent 3 16.3 0.001
Impact Area 3 Unnamed Backfill and Bed Intermittent 4 15.5 0.001
Impact Area 4 Unnamed Backfill and Bed Perennial 24 15.6 0.009

Total Stream Impact (by length and acreage) 47.4 .011
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, dred in , floodin , draina e, bulkheads, etc.
Open Water Impact

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

Type of Impact Type of Waterbody

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

Impact
acres

Total Open Water Impact (acres} 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act acres : 0.011
Wetland Im act acres : 0.033
en Water Im act acres : 0.0
Total Im act to Waters of the U.S. acres 0.044
Total Stream Im act linear feet : 47.4
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.
Anon-iurisdictional isolated farm pond consisting of 0.185 acres will be filled and graded to
accommodate the entrance road and Lots 6 & 7.
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 a lication.
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.):
Page 5 of 5

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 overall project involves
the construction of a residential subdivision. Four (41 utility crossings in jurisdictional Waters of
the US will be necessary in the proposed development. Developmental techniques for the
avoidance and minimization of impact in jurisdictional waters were used throughout the design
process in an attempt to create as little impact as yossible. Avoidance was demonstrated with the
placement of een space buffers alongprotected waters. In the southern portion of the property,
the proposed sewer line was placed to tie into an existing sewer line on the tar eg_t property.
However, in the northern portion of the property, the existing sewer line was off property across
the unnamed tributary of Torrence Creek. The proposed tie in to this sewer line could only take
place at this manhole; the manhole directly to the south was not deep enough to allow the pipe
to be placed beneath the creek bed. The sewer lines at these three stream crossings will be
returned to natural contours and biostabilized.
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.
Page 6 of 6

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
h~tt ://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.
N/A
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 h~tt ://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-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 (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 ^
Page 7 of 7

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multi Tiers.
* Impact Required
Zone ~~,,,,,,_e c e.~ Multiplier *,r;*;,,~~;,,~,
3 (2 for Catawba)
1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
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 existing impervious surface consists of the
two houses and associated outbuildings on the property. The proposed impervious surface
consists of the road infrastructure, sidewalks, driveways, and buildings. N/A
Page 8 of 8

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.
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: N/A
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).
O
Applicant/Agent's Signature ISate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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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 soo 0
WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLAND
DELINEATION MANUAL.
NAME: --------------
TITLE: ____._----_
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WETLANDS EXHIBIT
OF
RANSON ROAD PARCELS
FOR
RANSON ROAD WEST, LLC
TOWN OF HUNTERSVILLE
MECKLENBURG COUNTY
NORTH CAROLINA
SHEET l OF 4
0~~~/~~ DATE JANUARY 9, 2006
REVISION DATE NOVEMBER 21, 2006:
CHANGED CdORDINATE VALUES TO TRUE STATE PLANE
AND EDITED AREAS AND OTHER DATA AS REQUIRED
REVISION DATE FEBRUARY 2, 2007:
ADDED AREA OUTSIDE SUBJECT TRACT TO ADDRESS A
PROPOSED SANITARY SEWER CROSSING
1200 SURVEY BY:
POST, BUCKLEY, SCHUH & JERNIGAN, INC.
5200 77 CENTER DRIVE, SUTE 500
CHARLOTTE, NORTH CAROLINA 28217
,[phone]
DATE:

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WETLAND CERTIFICATION ~-' 57755
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 1987 CORPS OF ENGINEERS WETLAND
DELINEATION MANUAL.
NAME:
TITLE:
DATE:
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1285
1273 i
I - / ~ 128
~ 128' 8
~1 8
r2j0 12eg 2e
N19'0541"E 247.54'
12j2 r271 1' =60'
~~.13z1
\ 1 "=60'
132z
\ 1320
\\
\ ~3rg
1323 \
132q'~ \ 13x8
\
1~5 \~ ~ r317
\ \
1328 ~~_
'- ~ ~ r32g
\ /
1327 \ \ l
1328
DETAIL
AREA 3
NON-JURISDICTIONAL
ISOLATED FARM POND
rze2 1283 rzeq r2e5 Izee DETAIL
~~~~~~__~ AREA1
~ ~ ~ , WETLAND
I / \ \ ~ X274
/ ~
/ \ , ~ ~
12eo ~ 1 ~
/ 1278 1 / N3335gC
1281 12jg 1277 ~- , ~ , ~
1"=60'
rz7e
1275
~~~nuNN~
,~,,~~N•CAg04,~,
~, ti • •
•
• :Q
~~ _:
~,
oQ o'
.,~~~IS~,~' t 11~,~~~
~"/ ~~?
STUMPTOWN RD.
0
SITE ~ ~0• ~
O~, J N
~~ ~ > 3
~P ! ~ _
H ~
N ~
GILEAD
VICINITY MAP
(NOT TO SCALE)
20070 400
SEE DELINEATION TABLES
ON SHEET 4
TLANDS EXHIBIT
OF
RANSON ROAD PARCELS
FOR ~Q
RANSON ROAD WEST, LLC,~;
TOWN OF HUNTERSVILL
MECKLENBURG COUNTr
NORTH CAROLI NA ~
SHEET 2 OF 4 ~
DATE JANUARY 9, 2006
REVISION DATE NOVEMBER 21, 2006:
CHANGED COORDINATE VALUES TO TRUE STATE PLANE
AND EDITED AREAS AND OTHER DATA AS REQUIRED
REVISION DATE FEBRUARY 2, 2007:
ADDED AREA OUTSIDE SUBJECT TRACT TO ADDRESS A
PROPOSED SANITARY SEWER CROSSING
SURVEY BY:
POST, BUCKLEY, SCHUH & JERNIGAN, INC.
5200 77 CENTER DRIVE, SUTE 500
CHARLOTTE, NORTH CAROLINA 28217
,[phone]

STUMPTOWN RD.
J 1zo1
~ CL TORRENCE CREEK
~ ~ TRIBUTARY #1
>zo9
o e
ti ~ \ ti ~ N~ ~O
~ ~
q
N
1202 1204 _ _ - _ _ . - _ - ____ - - - _ - ~
1206 ~
q ~
~ ~ ~' y N~ ~
1207 ~ •. ~ ~. ti
DETAIL
STREAM-2 ~ ~ 12~
1 "=200' ~
~ lzze
~~
1224
rm,
1226
AREA TABULATION(DELINEATED WETLANDS)
AREA-1:0.229 ACRES
AREA-2: 0.150 ACRES
AREA-3: 0.185 ACRES(NON-JURISDICTIONAL ISOLATED FARM POND)
AREA-4: 0.248 ACRES
AREA TABULATION(STREAMS)
STREAM•1:1,365 SQ.FT.
STREAM-2(WITHIN SUBJECT PROPERTY): 28,814 SQ.FT.
STREAM-3: 735 SQ.FT.
STREAM-4(WITHIN BOUNDARY): 122 SQ.FT.
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 1987 CORPS OF ENGINEERS WETLAND
DELINEATION MANUAL.
NAME; --------------------
TITLE: ----------------------
DATE: ------------------
iiilillll~~~
~o ,.aF ,o . .,
•~•~P
::Q
i -
Q
p p:
,~ystio
~ ~~-
., ~ ~`~ .
~''~: SCOTS g0~~.
~~~nnii~ii~
~z~o~~
0
SITE ~ ~p• ~
O~ J N
~~ ~ > 3
`~P ~ ~ _
~~
GILEAD RD.
VICINITY MAP
(NOT TO SCALE)
SEE DELINEATION TABLES
ON SHEET 4
20070 400
WETLANDS EXHIBIT
OF
RANSON ROAD PARCELS
FOR ~
RANSON ROAD WEST, LLC rt,°
TOWN OF HUNTERSVI LLE
MECKLENBURG COUNTY (~~ ,~~
NORTH CAROLINA ~'
SHEET 3 OF 4 ~ ~ =~ ~`
DATE JANUARY 9, 2006 ~
REVISION DATE NOVEMBER 21, 2006:
CHANGED COORDINATE VALUES TO TRUE STATE PLANE
AND EDITED AREAS AND OTHER DATA AS REQUIRED
REVISION DATE FEBRUARY 2, 2007:
ADDED AREA OUTSIDE SUBJECT TRACT TO ADDRESS A
PROPOSED SANITARY SEWER CROSSING
SURVEY BY:
POST, BUCKLEY, SCHUH & JERNIGAN, INC.
5200 77 CENTER DRIVE, SUTE 500
CHARLOTTE, NORTH CAROLINA 28217
,[phone]
a

AREA 1
PT.# NORTHING FASTING DESCR.
1283 811540.98 1440964.78 "8.10"
1282 811511.97 1440983.08 "B-9"
1281 811498.83 1441010.98 "B-8"
1280 811541.00 1440998.27 "B-7"
1284 811573.04 1440989.12 "B-11"
1285 611805.33 1441008.18 "8.12"
1279 811552.82 1441037.34 "B-6"
1278 811803.57 1441043.09 "B-5"
1277 811595.44 1441084.82 "B-0"
1278 811825.43 1441105.98 "B-3"
1288 811848.97 1441039.20 "8-13"
1274 811897.05 1441112.18 "B•1"
1275 811888.39 1441110.52 "B-2"
AREA 2
PT.# NORTHING FASTING DESCR.
1289 811881.48 1441264.53 "WLF-G19"
1290 611863.11 1441288.63 "WLF-G20"
1291 611837.57 1441313.65 "WLF-G21"
1292 611839.32 1441349.22 "WLF-G22"
1293 611846.44 1441390.54 "WLF•G23"
1294 611852.53 1441424.52 "WLF•G24"
1295 611853.18 1441452.78 "WLF•G25"
1296 611848.43 1441474.27 "WLF-G26"
1297 611839.54 1441502.46 "WLF-G27"
1298 611810.97 1441525.31 "WLF•G28"
1299 611792.34 1441550A5 "WLF-G29"
1300 611791.42 1441569.46 "WLF•G30"
1301 611797.54 1441587.29 "WLF•G1"
1302 611822.14 1441609.32 "WLF-G2"
1303 611815.74 1441590.05 "WLF•G3"
1304 611805.98 1441573.76 "WLF•G4"
1305 611820.61 1441547.35 "WLF•G5"
1306 611817.79 1441525.11 "VIILF•G6"
1307 611852.21 1441502.37 "WLF-G7"
1308 611861.61 1441476.01 "WLF-G8"
1309 611861.38 1441446.07 "WLF•G9"
1310 611869.45 1441426.12 "WLF•G10"
1311 611866.26 1441406.26 "WLF-G11"
1312 611870.83 1441368.27 "WLF-G12"
1313 611864.91 1441345.74 "WLF-G13"
1314 611863.00 1441318.78 "WLF-G14"
1315 611870.26 1441271.00 "WLF•G15"
1316 611891.86 1441221.99 "WLF-G16"
1288 611864.09 1441223.10 "WLF-G17"
1287 611889.18 1441215.82 "WLF-G18"
AREA 3
PT.# NORTHING FASTING DESCR.
1329 611854.91 " 1'442154.97 "F•1"
1328 811818.97 1442187.87 "F•13"
1327 811799.55 1442138.94 "F-12"
1326 611780.11 1442108.80 "F-11"
1325 811776.32 1442057.91 "F-10"
1324 811784.11 1442013.00 "F-9"
1323 811778.39 1441974.12 "F-8"
1322 611778.78 1441959.40 "F-7"
1321 811789.79 1441983.32 "F-6"
1320 611800.53 1442004.48 "F•5"
1319 611811.19 1442042.07 "F-4"
1318 611831.86 1442092.11 "F-3"
1317 811848.43 1442121.83 "F-2"
AREA 4
STREAM-1 8 4
PT.# NORTHING FASTING DESCR.
1273 612718.17 1442289.88 "E•14"
1272 812704.17 1442299.29 "E-15"
1271 812712.48 1442303.13 "E-13"
1270 812729.04 1442272.58 "E-16"
1289 812750.39 1442281.24 "E•17"
1288 812758.40 1442288.89 "E-18"
1249 812731.88 1442245.18 "E-12"
1250 812744.14 1442225.02 "E-11"
1251 812759.75 1442201.03 "E-10"
1252 812783.43 1442188.38 "E-8"
1253 812804.78 1442219.74 "E-7"
1254 812832.83 1442197.82 "E•6"
1287 812780.02 1442280.03 "E•20"
1288 812815.28 1442276.78 "E•21"
1285 812841.88 1442283.77 "E-22"
1284 812858.13 1442237.30 "E-23"
1283 812881.33 1442213.92 "E•24"
1282 812878.93 1442191.00 "E-25"
1281 812887.20 1442172.07 "E-26"
1280 812899.11 1442182.34 "E•27"
1259 812898.08 1442150.07 "E-1"
1258 812880.49 7442162.86 "E-2"
1257 812888.19 1442180.32 "E-3"
1258 812888.34 1442188.92 "E-4"
1255 812850.03 1442173.33 "E•5"
PT.#
1488
1489
1490
1491
1492
1493
1494
1495
1496
1497
1554
1555
1558
1557
1558
1559
1560
1581
1562
1564
NORTHING
613029.71
813024.98
613015.00
613010.47
612995.09
612975.07
812982.62
812935.58
812923.50
612898.66
612896.35
612925.97
612939.26
812964.85
612977.12
812995.94
813011.93
813016.77
613027.58
613031.17
STREAM•3
FASTING
1442053.64
1442058.89
1442086.41
1442091.80
1442091.11
1442104.29
1442119.91
1442144.30
1442151.45
1442180.91
1442184.80
1442156.96
7442149.10
1442121.92
1442106.53
1442094.14
1442094.84
1442087.38
1442080.31
1442058.70
~~~tuuut,rr~
cN ~ARn:
DESCR.
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
Top of Bank
PT.# NORTHING FASTING DESCR.
1227 813058.88 1442038.30 "CL CREEK 4' WIDE" WETLAND CERTIFICATION
1228 813058.42 1442038.81 "CL CREEK 4' WIDE"

1229
813043.98
1442050.14 "CL CREEK 4' WIDE" THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY

1230
813033.48
1442055.28 "C-1 CL CREEK 4'VYIDE" DEPICTS THE BOUNDARY OF JURISDICTION OF SECTION 404

1231
813030.81
82 "CL CREEK 4' WIDE"
1442089 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
. ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OF OUR
1232 813024.85 1442087.22 "CL CREEK 4' WIDE" PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION 404
1233 813018.12 1442093.23 "D-1 CL CREEK 4' WIDE" JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED
1234 813007.40 1442108.54 "D-2 CL CREEK 4' WIDE" FIVE(5) YEARS FROM THIS DATE. THIS DETERMINATION
1235 812995.25 1442120.40 "D-3 CL CREEK 4' WIDE" WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLAND
1238 812985.88 1442140.38 "D-4 CL CREEK 4' WIDE" DELINEATION MANUAL.
1237 812974.91 1442170.25 "D-5 CL CREEK 4' WIDE"
1238 812953.07 1442190.84 "D-6 CL CREEK 4' WIDE" NAME: __~ ~~~~~__
1815 813071.80 1442025.42 "CL CREEK 4' WIDE"
1816 813084.97 1442005.05 "CL CREEK 3' WIDE" TITLE: __~_~~~ ~___~_~
1817 813090.19 1441990.82 "CL CREEK 5' WIDE"
57755 812839.93 1442328.71 "D-14 CL CREEK 4' WIDE" DATE: ______~_M~________
57756 612847.53 1442315.30 "D-13 CL CREEK 4' WIDE"
57757 612862.00 1442305.80 "D-12 CL CREEK 4' WIDE"
57758 612877.13 1442281.30. "D-11 CL CREEK 4' WIDE"
57759 612893.96 1442265.23 "D-10 CL CREEK 4' WIDE"
57768 612900.17 1442257.75 "D-9 CL CREEK 4' WIDE"
57769 612916.19 1442237.50 "D-8 CL CREEK 4' WIDE"
57770 812935.83 1442215.96 "D-7 CL CREEK 4' WIDE" 2 ~ d 7 ~ Q d 0
STREAM•2
PT.# NORTHING FASTING DESCR.
1199 811281.48 1440613.39 "CL CREEK 11' WIDE"
1201 811379.02 1440853.79 "CL CREEK 11' WIDE"
1202 811428.35 1440751.00 "CL CREEK 9' WIDE"
1203 811498.99 1440815.73 "CL CREEK 16' WIDE"
1204 811581.55 1440873.03 "CL CREEK 9' WIDE"
1205 811850.29 1440930.82 "CL CREEK 8' WIDE"
1208 811700.74 1440971.82 "CL CREEK 14' WIDE"
1207 811772.11 1441014.98 "CL CREEK 10' WIDE"
1208 811858.72 1441058.78 "CL CREEK 11' WIDE"
1209 811914.52 1441082.75 "CL CREEK 12' WIDE"
1210 812005.08 1441131.73 "CL CREEK 12' WIDE"
1211 812082.70 1441158.18 "CL CREEK 13' WIDE"
1212 812148.32 1441199.45 "CL CREEK 10' WIDE"
1213 812228.48 1441232.92 "CL CREEK 12' WIDE"
1214 812297.70 1441272.61 "CL CREEK 13' WIDE"
1215 812380.50 1441308.02 "CL CREEK 13' WIDE"
1216 612470.82 1441353.38 "CL CREEK 12' WIDE"
1217 812552.83 1441393.40 "CL CREEK 16' WIDE"
1218 812649.22 1441431.08 "CL CREEK 11' WIDE"
1219 812719.72 1441485.88 "CL CREEK 8' WIDE"
1220 812783.51 1441564.95 "CL CREEK 17' WIDE"
1221 812778.18 1441838.25 "CL CREEK 16' WIDE"
1222 812875.48 1441744,01 "CL CREEK 14' WIDE"
1223 812943.06 1441813.58 "CL CREEK 14' WIDE"
1224 813014.89 1441894.87 "CL CREEK 17' WIDE"
1225 613075.73 1441971.28 "CL CREEK 12' WIDE"
1228 813139.89 1441990.15 "CL CREEK 22' WIDE"
1583 813155.28 1442019.09 "CL CREEK 20' WIDE"
1814 813173.34 1442038.93 "CL CREEK 20' WIDE"
WETLANDS EXHIBIT
OF
RANSON ROAD PARCELS
FOR
RANSON ROAD WEST, LLC
TOWN OF HUNTERSVILLE ~:;~~
MECKLENBURG COUNTY ~' ^~~`
~`
NORTH CAROLINA ~ ~ J,
~~ ;'~ r
SHEET 4 OF 4 ~ ~\ , ~~~'
DATE JANUARY 9, 2006 ~~\~~
REVISION DATE NOVEMBER 21, 2006:
CHANGED COORDINATE VALUES TO TRUE STATE PLANE
AND EDITED AREAS AND OTHER DATA AS REQUIRED
REVISION GATE FEBRUARY 2, 2007:
ADDED AREA OUTSIDE SUBJECT TRACT TO ADDRESS A
PROPOSED SANITARY SEWER CROSSING
,,
'•rtttlllt~'~
~z~o~r