20060916 Ver 1_401 Application_20060606

Vermillion -Phase 4
Huntersville, North Carolina _ ° ~' `~' ~ s
Joint Application Form and Supporting Documentation for
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION -
TO CORPS OF ENGINEERS
NATIONWIDE PERMITS THAT REQUIRE
SECTION 401 CERTIFICATION CONCURRENCE
Prepared For:
Mr. Gordon Glasgow
New Vermillion, LLC
13815 Cinnabar Place
Huntersville,,NC 2$078 t) (~~. ~ ~ ~~~
L~ (~
U
Prepared By: ~1 UN ~ 20Q 6

Leonard S. Rindner, PWS DENR -WATER QUALilI
wE7'lA-dDSANgstnr~yygr~RQRAP-

Environmental Planning Consultant CH
3714 Spokeshave Lane
Matthews, NC 28105
[phone]
*Subject to verification by the USACE and NCDWQ
Date: 5/27/2006
n..~., i ,.rn

Office Use Only: Form Version May 2002
USAGE Action ID No. DWQ No. ._ ~ `~
(If any particular item is not applicable to tms project, please enter -ivvi t~ppiicavic ~~ ~~~r, .~
I. Processing
1. Check all of the approval(s) requested for this project: -
X Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit Isolated Wetland Permit DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: Approval letter is attached.
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 D ~ ~ ~ ~~~ D
1. Owner/Applicant Information `) U ~ ~ ~ ~ ~ 6
Mr. Gordon Glasgow WETLY D R _ yyp7~R ~uA~irv
New Vermillion, LLC '~ ST~IWA'CER BRANCH
13815 Cinnabar Place
Huntersville, NC 28078
Telephone Number: Fax Number:
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: Leonard S. Rindner, PWS
Company Affiliation: Environmental Planning Consultant
Mailing Address: 3714 Spokeshave Lane
Matthews NC 28105
Telephone Number: 704 904 2277 Fax Number: 704 847 0185
E-mail Address: lrindner(a~carolina rr com
n..~.. ~ ,.cn

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 properly
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 fiill-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.
4
1. Name of project: Vermilion Phase 4
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
Location
County: Mecklenburg County Nearest Town: Huntersville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
Near Exit 23 on Interstate 77 east on Gilead Road -See vicinity map
5. Site coordinates, if available (UTM or Lat/Long): 35.4107°N, 80.8326°W (WGS84/NAD83)
USGS Cornelius Quad (Note - If project is linear, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): + 93.11 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): S. Prong_Clarke Creek
8. River Basin: Yadkin
(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: Undeveloped disturbed former agricultural and timbered
woodland in dense succession.
10. Describe the overall project in detail, including the type of equipment to be used:
Proposed commercial devel~ment
11. Explain the purpose of the proposed work:
n..~,. ~ ,.rn

General site reparation and grading to develop residential areas and road crossings.
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.
~-no permits were required for Phase 1 throu h 3 see aerial photograph). Phase 4 and future
Phase 5 were added to the project A wetland and stream evaluation was coducted. Development
impact to streams are limited to road crossings The road crossing were alined to coincide with
existing farm road impacts to the extent feasible.
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.
Additional impacts to streams not expected Additional impacts if required will be applied for
appropriately
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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: Permanent impacts to streams
are limited to road crossings to connect development areas. The stream crossings have been
aligned over existing road crossings to the extent feasible.
ri.,,... n ,.rn

2. Individually list wetland impacts below: N/A
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA} Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: + 1.25 acres
(streams)
Total area of permanent wetland impact proposed: NA
3. Individually list all intermittent and perennial stream impacts below: NA
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
leases eci )
I (widening) NWP 39 12 UT of SP Clarke Ck 6' Perennial
2 (widening) NWP 39 21 same 4 to 5' "
3 (widening) NWP 39 17 same 4' to 5' Int. Unimportant
4 NWP 39 87 same 5' to 6' Perennial
5 NWP 39 l02 same 6' to 10' Perennial

Cumulative impacts (linear distance in feet) to all streams on site: 239 if
- 2221inear feet~erennial and important stream
- 17 linaer feet intermittent and unimportant stream
Utility lines will be constructed in accordance with NWP #12 and GC 337.4
n.,,,.. c ..rn

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.~ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., ~~~cvw.to~ozone.com,
www.mapguest.com, etc.).
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact

Site Number
(indicate on ma)
*
Type of Impact Area of

Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
lake, pond, estuary, sound,
(
ba ,ocean, etc.)

" List each impact separately and identify temporary impacts. Impacts mctuae, nut are not umiteu ro: iu,, nxcava~iui~, u,~u~~s,
flooding, drainage, bulkheads, etc.
5. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
Permanent impacts to streams are limited to bank to bank road crossings. The locations have
been aligned to the extent feasible based on existing stream crossings and disturbances. Road
alignments was adjusted to the extent feasible to cross creeks at straight segments and are as

perpendicular as feasible The remaining streams are alon¢ rear lot lines or within common oven
space or locally_reaulated SWIM buffers Headwalls are utilized to reduce impacts.
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 March 9, 2000, 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 NCWRP 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/strm~ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http•//h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 2221inear feet
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
n,. ~.. ~ ,. r n

Amount ofNon-riparian wetland mitigation requested (acres,
Amount of Coastal wetland mitigation requested (acres):-
IX. Environmental Documentation (required by DWQ) NA
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaUstate) land?
Yes ^ No X
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 ^
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) NA
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC ZB .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ^ If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(s care feet) Multiplier Required
Miti ation
1 3
2 I.5
Total
* Zone 1 extends out 30 feet perpendicular from near bantc of cnannei; gone ~ exienus a~~
additional 20 feet from the edge of Zone 1.
n„~,, o ,.rn

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
As indicated on the attached plans, a Stormwater management plan will be provided for the
the high density residential area. Overall the project is less than 30% impervious. Phase S is a
low impact designed development w/rain gardens ,enhanced swales, and ext. wetland
detention facilities subject to I~untersville Ordinance.
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.
Munici al S stem
XIII. Violations (required by DWQ) NA
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No X
Is this an after-the fact permit application?
Yes ^ No X
XIV. 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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
n,.,,.,. n ..cn

Apr 19 (~ 1'L:byp tartan Bowman ~u4-tsio-yiv~ p.c
I..EONARD S. RINDNER. PWS
Environmental Planning Consultant 3714 5pokesLave Lane
Professioaal Wetland Scientist Matt6evrs, NC 28105
Land Ptanaing Tele: (70d) 904 2277
Faz {704) 847-4185
Date
NAME AND ADDRESS
lJ4+~l VE~+~.w.vn+ wC.
RE: PROJECT NAME AND LOCATION (CITY AND COUNTY, NC)
Dear Mr/Ms.
In order to interface ~~th the United States Army Corps of Engineers and the North
Cazolina Department of Natural Resources I will need your authorization. Please sign the
following statement:
This letter authorizes Leonard S. Rindner, PWS as our firm's agent in matters related
to Waters of the U.S and Waters of North Carolina for the referenced project site. This
includes interfacing with the United States Army Corps of Engineers and the 14'orth
Carolina Department of Natural Resources.
NAME and T'#le Date
contact me if you ham a any questions or require additional explanation. Thank
nazd S.~dner. PWS
nvironmental Planning Consultant
Profession Wetland Scientist

Fcos stem
y
PROGRAM
April 19, 2006
Leonard S. Rindner
New Vermillion, LLC
3714 Spokeshave Lane
Matthews, NC 28105
Project: New Vermillion
County: Mecklenburg
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) 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 NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Ri arian Non-Ri arian Coastal Marsh Cold Cool Warm
Yadkin 0 0 0 0 0 250 0 0
03040105
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. 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 Chris Mankoff at [phone].
cerely, ~ ~'~~
F'o~
W~ iam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Amanda Jones, USACE-Asheville
Alan Johnson, DWQ Regional Office-Mooresville
File
Resto~u~r~... ~ ... P~otectu~ Orr, Stag
ern
FCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

MapQuest: Maps

Huntersville NC
US
Notes:
~~ ~AIAP~~IEST..~ R~mah ~hurC.iM ftd 3CMbm
~~
_

~r ~ [$'
a ~
L
~ ~tM46t
~
~ ~ i.
'~
~
`~
~~f~t7. ~
'~ ~
~$ L A~
a fi tLp. ~4~$T,T
~
.~ 4
~ 6~
fie~~a ~ ~ ~ ~ # ~
' ~~.
`~
L
f ~
s~
~
~~
~anterburyr
n
' ~+ ~ ~i~~
~
~
~te~t~
'
Cambndgr Rd ~ ~ to z ~,~.~~`
~ C.} c

Nattmghart~ de' --~~ S
,y
~b`~~
~k'ste
'19' C'
~ ~
~ nd ~t ~~a
~
~
~4
'r
`D
r ~'

s~

9
r
~
;a
.Z 1~t St ~
a
+aria4 r~,r ~a
~~SYn Y(~ql'
~
F>E4

k
i ~

'~ ~`~~
~
d,.
~y
Q r ~
~ ~Q
„[liuntcntvin~ ~'
F_ Gi4ead Rd 7~-
a ~ f1151
~ ~'' Halbsrsnk St - cA
~J
t`@ c
~i'~ ~v4
~~`~P
~~
J
d~
~4 ~lril.Bli ~~` n
F~.i7nstlell Rat N t
~,
.~ ~~ @~ p
P~ 4t (!
~ ~ ?~
(~,%
d21`VfQ .RiL
;.~
~~ ~ 2t}Oei t~tapQuest, U~r
~Z
L©CATION
d
j 1 ~~~ ~
~iC
~ 1 4"
a v. r,
4~
~' X2046 N~VTEQ
All rghts_reserved. Use Subject to_ LcenselCopy_rght
This map is informational only. No representation is made or warranty given as to its content. User assumes all
risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use.
Page 1 of 1
http://www.mapquest.com/maps/print.adp?mapdata=UAm0U3b9NY0hKczU%252b1Ii, LOCATION

.,~~
J /J . 2~_
# MULTI--FAl1iILY
~
/
4-

- .-
~ .._.
,,,..
;''+f ,. 4
' r `
r' ```

3

~
~~
b -
-
'".
.
`~~ 2 9E

'~ ~ ~

~
~ ~ ~ ~
~~~
i ; ! ~
,, 1
ii i
J
,; ; ~; i /f ,
~ ~~ SIINGLE FAMILY -- 88.87 ACRES
! ~
j ~ MULTI-FAMILY - 3.27 ACRES
~; i
r '~~ `
;'
i ~' ~~

; ~ i~ ~
i
' ~• PR£PAFtED BY

' .
/ /~:
r'%;'

,,'
` '~ J

/

;,~; ~1 / szoo ti eeNTeR o rva, s rce aoo
ewv+wT7a `~+c ss~n
.' ~v w~v~ba~~ao°e°
f%':~'f~
~ ' ';'

' sHeer nnF
SIIVGLE de MULTI-FAMILY GROSS
.,~ % -'
`
~ SINGLE FAMILY ; ~ DEVELOPMENT AREAS Nrs
~'
' 88
87 ACRES ens ~
. ~~~ VERMILf10N - FHASE 4 y~g
I;RTNTERSVIId.E TOANSfIk'
MEGKLENBURG COUNTY, NC

~ PROPOSED ROAD CROSSING LOCATIONS ~se15~~nPNL.90E C
' fiUNT'ERSVILI,S, NC 28078

3

TopoZone -The Web's Topographic Map
aopys~f'1 t kH~ s w cane kc~ tit's ;' ~1 '~ ~~ __ a f ~ i .~ ~ '`°" ~ ~ f~rr ~ _
Tom- ~}.I G ti..~,, ~ ^ 1 ,'tr /
r~,:~,w.4-'" - n ~~ 4 `yy s"~ ___ t: L t'1 .4__,y 1 i.~ _ ~. t
y---~ ~ - ,r-. l., ; ~ -
5 d
! '
{ ~ ~.
t .. _+ r
~, r ,x.~ ,~ ~'~
1 / r
,_
a ~
~~~ '~..~/r ~~ ~. ~~ r~.' ix a ' 1 _ ly, ~.~'-~+ r ~ it ,_
- .- u
,*
1 ~`}
r
i '~,~'-~. - ~ it ~ ~ j y.
'. -- _
~~
g '.
r~-.
t F`
s"}~ + fr
• y, i aii,~Rr i J: . f. __ A.~ ~~ y ' ~r~ ~ t` ~a~y i
p/F ~
... ~ ..w F M ` yt L 4 il. .'+. ~.! 11, ( ~s " (~ ~ S I ' ~ F ..cam ,~
c '. ' , ''`I r , ': • F~ r. °rC 1P~ c 4 -,S4y-- ~ • . s P ~..
P ~
\yt._._ ~~/' __ "~~ i rr i ~ FITiI'^ i ~ t ~ f f ~r J i ,~~Jt ~' {. ~' ~ " ~, { 1 r 5 .. ~l~
i ~""_- F •. 'w e - r '~f~~({,~ r ~, f k ~r4 ..~ s iw t, e+ ~. 'ail ~
~-l _ K M1r.+ r`^.~~'. . ~ * ~~fPI tj~' )~+,! r, ~Sy_ `~+,~ ~~. '`t tt't~"'.'`~ ~~~ ~ x .-,'ti ~,r ..rr t ( °'1 ~~ ti
.t e ( ~ ~ ~ ~4 .{}.~! fair-4- ~ s •f ,..-~1 ...y"+y `~..~_~"~ ~ ~~~ i t' ~rr,
r .:-~ ',w ~ ! f i w ~ iJ ! : ~i--.~ ~f.~~ qix ~t~' .~ ' / w. ` ~ '~.. ,'+, ti~ 1 ~. t _ I
- _.- -
-,
. J P~'
_= • -
. •- ~ -. -' r~3'~_ ~ r{ r !, ' ` `• ~,~ 4.._ ~~r ~~ -~ f ~ ~~- ^}r Y.~r~y~~•,+~t•.C.,G`-~-• ~ 14 ~~l'r . , . s ~ /$~~-`~1.
r ' 'r ~ `'1' ~ i * . _.. ~ ~f ' ~ ,f, i _~a~-~+' ~ ,~~ ~,tt ~~.- °ef` ~ -. ~i~ ~, r- r ids''? ~ ~x, ~ '~!~ f~,. 1 t.4t it }~( !.:* S p f~ ,~,,"C-^,rp'.
~~ - ~,*+r- -~ r _ _ ~ 4 I : ~ 1` h~,r" 1 p c ~ ~ t fl~ ~~epµ Jr f ~;i ~' ~ "r. +5 ~,1'f {' ti'"~ Fr~~,'""',/~ s
,~ • .s .~-`' ~ L-~,.~!'~ , ~ ~ (nl' « ~ ~ !•-. 4 4t^°,.Or~~ ```~~9tt 'd r S'}'1 ~''
r t -~ An, r a'~ . lam: ~ ' tYr f~ ~ ~ . ) ~ J +, t~ . l~ !
T_.
`;' (".lr,,.+• tY y.emr 1, ~ a ' i _ ;+~ e~e+ ' ) d ~. .r., °. ' .. ~` - .~.- ~ 1: , .:/f~ {~1 rt;.
f~, ilTiif~!~dry. ~~_ -\~ ~ ~ ''a 1 ~,h' • ~ *i 'f~:i~. tr i `t (~1! x ~~~ ~ ~Y'~ ~FS41t ,~`-X'~.,. _ try it ~~.1~ 1'~?
..- _ _ .~,
' ' & ~_ ~ 1. f' x ' `t '1,_ ~ 4a ~ ~, ~ l R ~S tS _. - t t _ - r 111"°_ ~1~~ \ r ~ -fir ~'
. 11 7H
• 4. lr5v _ ~ ._.~~~ r s 1 ~~ wP` eau-.+r ~ .. ~ ~r~-~a_7 ~' ~~ .; ~~r~ir-x* i F~ ~~``'~ h - _~~ i ~ J ~~1,
Fil _ry r ryt^''r;°~'4 ~ fi 3~- ~{` :~~~ ii,eRrmn~cf'- „~ -~~. ~. ~,~-,,~ ~~ ~~ ~~~rP~`~
f~~ Vz: l.'~ t t -.'~ .'~ w'B/1C ~ ,~f'`•-~f ~r 'x~ "~,,,.,~ ~ti- r~1J 1y~'^ ~ ~~5h.. _.. ..
t Y' i _ `i':`-f ''-'t ~ ti. ti' }ti 5 '~`-~ s, j '\ rte, .:- y - _. a
~ r '. ctC~.ye ~l ,1~i ^`k5.t a ~~\ ~tid -.-\ .j+}}.~ V . ~~y
_ ~, - ~, ~..~ x/ '!f' • V -'f $'2 1 L'~~~„t . t r k .. - l~f~~-`_?.t ~ /~I" ri r Ike;.
~...,. a `*„ts' „r_ , ti w' ' ~ t ' ~ .-,~ ° ' r`~ ~ a.~~aj r' x!~' / }~r ~ 1 Z r ,~ t ' l -,1
,F~;.~ - .~~"~.. I'6'- ~ ~;~_,,. i~.I a'~ r .. 'eP`~~-`.r`.~ -.~ -'~ ~r-'y `..~1 ~`. ~f~~~;, ~~~_. )'fit°f ~`"
' - -
0 4.3 0.6 0.9 1.2 1.5 km
4 4.2 4.4 4.6 4.8 1 mi
Map center is 35.4107°N, 80.8326°W (WGS84/NAD83)
Cornelius quadrangle
Projection is UTM Zone 17 NAD83 Datum
http://www.topozone.com/print.asp?z=17&n=3 918601.00009323 &e=515200&s
Page 1 of 1
G
M=-7.156
G=~~ .097
USGS LOCATION

f:.
.r:
t 1 1 ~ T
r !' ~ y~
.\ ` '1.
~r. (~ i .r
1 ,`, f { 'tom r` '`~tr`
.f Ir. ~\
i`\`t L` _~~~` / 11 ~\
r ~
i ~ J ~/
r
1 . I ~ T ~.. f
i/t r ~
` 1 1 - {S,1
i ~ > `\1
t° '~
_ f
i

i i

3
i
1
i
I_

,_ ~ ,~3 , r ., ..,.

r ,\ Y~
!^. ~.

r /:
1,
~~"'
~
-
/ . 1 ~l
L

t~ ~~ r ~~ ~,"1 rte- ~~ \~\~~~ `~. '-. ~._.

- , I t , //r -~~

~ ~ E I
..fi
Lt \ 1 1 1
\I S ( , 1 '.1
\. t
~~
~
/
~ '..l

r; ,
_~ 1.

:.
's. f~~
,~ N
1 , ~ / ~. ,
~ ' - /~

~.L < ~. ,rev:- ~ ~ .:i w ;~j- ,\~ r ~ ~ .. r~_4 ~ . I ,t + ~\ .
r i '~ . ~:..~ '. r t
j ~ l ~ 1 r F ,.J ! ~. ~~. ~ r` '~ ,ice ~ - .
{l~,' ~, t~•.:- -~\ )1 7 / /rl 'lr /i~ i r L:. 'r i j;.}~ C_+„~~4\F f j ! r~ ~~~~~~\ ^\ - .. ` ``
j \\_- ~'~.<t tt ~ trl. L~ t I~~~r ~_~- ~/yt~-~.[r{l jE4=. fi~1\~li~<.r. "j jj'~tl !~ ~ r ~`. )
r `~` [ ( ~P in "° ~ rr t \ `ti .__ v~ y(f+t SrL i T•/ l tt~\I r' { 1 ! rUllh.r r. r~. r,C ~.
) 1 yt \ }tl I r r~~ ~+s~,.Lr~( mil) \I _ ~ fl ~,\\[+J} rt,. ~Lt trr`' l~,li/I)/yf ri ~~i'rr/..-:~'~i.~;
\" ir~i.~''1~.,*r ~ jll ;:~' }I f r. .:~\`}{ •.F\t'' i J ; rl~t i 1`~ ~{i'~cYy ~i ~i 1 ~t~ ~/' ~ it~Jr~~,~r~~rt C-~ -'`~/F 1~(\t5\I t•
~` i..~:ll SL- ~~1 1~f \1i ~I; ~~f .1a`\: ~?i~{,tt\e \`\``t~` ~.:l~r I,Jjy6~/!!r -'.p,t-'ter ~,••-~ ~±.~~ip/~~/r11/.tom
in ~L ~i { i~r~ i t ! ~~l/.fri,•~. fC ~' ~ f i ~"'~ ~`. ~t t.i.`i\~~liL~ ~ y ? c{ i~ ~a`y ~;t /./~r~ -~ /~l~~j//7 ~~r
~1~' ~ A~~ rr~r.) ~~.'Vu'J~ 1 !!/ l/~., / ~ l l r Jr L 4.A ti ., i_• fF~~t /~1 r"~ rr ~/!i/~f~~7/F-
r `C i .~;~}~ ~F'`r ,. ~ i;•l'`.~~f~; t~;j 1 ~. 7f~f ~~i,y-~~~ \`f^ r',`f~;~~ 11' S'- ~ ~ ter:-,~ r/,i.~: ~~;
-~/ C_~ ~ r ~Z ~\ It~r ~h 4 ,~\ ~ ! ~ r r t~L a .) ~`.rt/ r` I \ ~~;;/~'. ~ l~irff l/ rr
~t 1rr1 ~,-.'~~,~~~~ tt ~ ~,~._ t14 ( ..:..'\ ! {! ice. t r.~i 1 ~//fir/~
/~Fi ~„~~`u~Y/ I/IZ~~~~ !r'. ~j~~ ~t-~,. :~~~yL.. ~ ~i~ 1~r. ,` ~\~l( `r;. , /~ ~- ~r~~l.rr :~ r
r/rh f ~ ! t tlp~.r~ ~ ~ ~.) '~~~l~f I ~ \ / I ,~:r~ I' t , ~ ~ ~ t r .~-i' i
~~ ~ i•j-!1`t $/r /.i-~~ ~ 1t14 It\r ~i,,t- ~\ `~.t l ~W /~~~/ ~~ ~-~ ~. }, y!/ ~-r~~ ,rr/~~. ~~.
~~{'~ ~.~~~. t}~l`l!! - (r--"+, •, r^ ~ ~r tt4 tl I `. t 't r` ~ . l • _ rl'. i ~ ~ t r / r~` ~_
E:r`~r1. .,.-1;5 ~.~; i /'.:.1.\ \ r~\ \~L ~ ~~ r. % r ..._ r Imo. ~ ~, ..`fit r~~`_-.~i~Tlr ,/r'/rl ~ ~.'
PREPARED BY
VERMILLION - BALE:
HUNTERSVILLE TOWNSHIP NEW VERMILLION, LLC N75
13815 CINNABAR PLACE
`~°~°°~~~~~ MECKLENBURG COUNTY, NC
tt~nc~~na~~sm NUNTERSVILLE, NC 28078 8~
F~r(AQ~C~
~~~ PF~AS~ ~ I.OCAT701~TS~G

c:: ! !
- _

! l r
r
y ,~
~ .

~ ~,
M . ~
y- J
~,
:~
~ ~ ~~
y/ i
J
,~ ~~ -
~'
~ I
~ i~
5
i ~ ~P,
t ~ ~.
~-----"~ J ~.
's P oP
i
~ o
r
~ ~P `'~w
~~
o
o
,~
;~.
' •,~ ~b ~
`~~ AyENUE
4,,-~~ -~,. ~ ~Agk'IEL~
.,
,`
.,
~ ~'' ~`,
>, "~' ~~
•_~ ~ ~,
`~~ ~.
'~~~;
,~~.~,;.
~, ~,;:~
4
x
f
~
~'
~
~
~ ~ U
~ o
~
a

0 .
~
~~ ~
~
~
~ ~ eo
O~
~a

~
~a,.a-g
~
v ~
~ Q
4 ~
~
t'
! V
~
u~
~u ~ d (
~
a
~ ~ ~
~ V
~
~.~,i
U

/ \ 1~ ~M
1
W ° ~ V
}} ~y ~]y~ m
~ J, F- ~ ~ as ~ '~,..~ p~~'S~ -~itj ~
d~1~1 QY ~ G ~$ ~~ ~~~ ~p~"Ck
m ~~~ ~r ~~. 1~ m ~ ~ ~ ~ '~ ~a a~~ O~x
Z Y~ D ~ mN~U Q~}} ~ ~ „~ pu'~
O ~Z , ~C m K ~ Gu O
a ~ X05 ~o ~"'?~ 3 ~m ~ ~ ~ua
.. .,
~ ~~ ~~ZZ, x ~. ~ maX ~ ~~~
~~ UVWSW ~p~psa
W v ' ~ ~ p V Q F I~~i
VJ ~ }. Z p ~q' ~ ~ ~,
G m w •
~<~ J
a=
~~~
UfX~
` ~`, ___-
4J
~ "' A AR pLAC
~z 4 ~ 1 cl
U ~ -H '~ N
O ~~ NO O
~~ p ~ ~
N~ Q
D
ll `~
s
~- •
U
~ a ~
W ~ ...~ ~ Q
U Q ~ W U ~ /
J ~ . - U U O
G W V W aJ ~ U8 N
~ Q m~= a ~ Y
v ~ ~~.~ ' • ~ ag Q
(q W
O y o ~ ~^ N~ oz ~m
~ gm
~. ~ o 0
J O ~~ ~~~x ~m om ~ m
~ W ~a alma ~v \ \ w
W N ~a ~Z~a ~ m \
a
~ ~N~,v
U I
Q +~ a mlvw ~ ) ~
~ wUa /
J ~ ~ o
a ~ Z -'
~ Q a m us r" / / C9
U ~.~W t4
l ,
~ ~~ f

~.SfX3
r
5
~ ~o
g E / Nz
/ m
~~ 1
~~
.~
~v~
~~
amp
~~~
a
~a_
U ~
z ~~
y ~ ~-
~~ ~
Z
J
W
H
3 =~z
Z m ~ W
~ avr
J ~
£ d W
m

~~
~~~
'.
~~1
ll 1
~ j [a
.~
a
a
., ` ~ ~
z

~ W ~ ~
~' m ~ ~ fN
W O
t
a as ~
~ ~ W U
a u~i 1 \
a
~ /
N ~~
W /
~ ~•
~ ~ !
1
t~
~~ ~ Z
~' F~ o
e a~~-E a, w ~ U ~ ~
i ~ ~ ~ ~ U'
~ o~ ~
n~~~
~~
1

■�rrrr.�.�.r �r.ir.�rrr.
�,rilrrl���.�r•1r �.� �R�r-�
.I�r�trS�i.... r.11r. .fir i►Jr
��i :•, �.r�i.r.r �i�rri i. �.....

/ s
m ~ ~~~~0 41e ~ ` a N
~
~ a C
~ ~ ~ o
~ ~ u
~~ ~
~
w ~
~ m
~
~
r ~ ~

N ~l
~~ 22
~ d
i
\
~ "` ~'
\
oo~~aa ~ ~ v3
m
---~ ~ ~Y~~
~ V
U
1
,~
,
~~ ~~ ~ OW
\ F- ~ V.
t~ m ~ ~
m~ ~w o
~ ~ ~~~~
~
II Q
vii
.\

~ a°zcra ~ ~ a
J o < ~ '~~.
~ H rz
() U W
U
~` _
c7 a ~~~
Z ~ Upf_
~N ~
.
. O
f
~ ~
O
F / ~U
~. ~ Q q
~ F-
~~
~
~ ~
o ~
/
~ ~
0
ti ~
w -~_
U N .~
,
Q +I
J 7 /
`~

c�=--_=_=_-_1�=
..��.� �C

O
oi~Z
w~¢
J ~ W N a
mo
~~a~
m ~
rnw~m tL
C~DX cVm~p J
Irma Z~w ~r
?a ~ as mx ~,
O If o
~° wc~iwai ~a
OQ
ww Zo
z
_/ ~1 ~i
~/
• -. /~~/
~- - ~~
• / /
~~ ~ / -
-1 z a +i
U~ ~ o°' -
~ T w .-.
Z
N~ N Om
0 F.
~ - ~~
w C7
a ~ ~ ~o
a Z~
w
Z ''-'U - - Y3 w~
w ~ ,,, o
~~ y ~~ ~ ( l ~_~~ z~~ a~~
V zoo oQa aWo
~"~ ~ Fw-fna a¢ONw}w
~ c / \ U-O QYF,sI-ZF-U
O ` . w~m. awU fl ~t/?7z0
/ // - W Y a~~ ~~OC~il
/ ~ ` - / ~ ~ OO.w
F- ~ ~
C~ w ice/ ~~~ ~3} ~~
N ~ ~ a v a m -,
~ O o
~_ \ ` `
W ~ °~w \ \
~' O ~w~ - -
Uo
W '
a w
w w ¢~ \
w r ~~~ c~ w \
U .- z
Q +i N
a ~ ~ w
w p ~~-,",
~ a ~ _
o
p
a ~~
Q
8p
C~
~ ~

m ~ ~~~ ~

iq ~

~ ~ ~ ~
~N ~

~ ~ (~
~ ti

O
U
Q~ ~
. ~ ~~ .
w=~
to a
a
G ~ ~'
O
~~
u
4 ~ jj
~
{t7 ~M

--�=_
=..�
.� -:
��`
,� •::
:'
E`<
�.:=
...:
�.
��,

\~,

i ~I

M m
~5

bd
\ \
v i~ai i41
J fi N
~
~O
W
~ N
\\ \
W
~
' fA Q
O
~-
.
---- .
- zo~~ ~
mpZ~Z~
' \
U d
~~ J
C
- ~~~ R.U
~
Vl~~ OW
~ t
~J ~~W a~
U
a
~ 4~
~~
/ //~ ~
//~
~
/ /
. o m ~
/
~ /
- ~
-
i

I,~
/^~
~~ 1

~~~
.~
a
~~ ~
~ ~- o ~~ o '~ ~ U ~~
~~ ~~a ~~~ o~~
~~'~ ~ ado ~
c ~ ~ ~ ~ ~
U~ ~ ~~A °~
~ ~~
y ~ ~~
U
W J
a~
a
~ ~ H
U
a
Q
W
~!.
J
r

W ~ .
O Y
Om
U

~~O~~~
/ ~,
Qa
r
Q~ / x~
'~ UWC9
Y~ ~Z
/!~~~~ ~V~ m W
J~t~)~ / r a ~p W ~ ~' W
a
~y ~~ ~ aF~ ~' Z aU
~~
~ /~ _ ~ .

i
~~ ~~
a
5

S u
~ ~ ~
.r
0 ~°~q° ~ ~ ~ x0. N
~~~ ~a a~~
~ 4 ~ ~ ~ ~
. ~~ ~ Q ~~
$ ~ ~ ~ ~b
L's• ~ ~

U
/ \
~~
j ~z
• as
om
_I
1
\\
\\ \
~-
U
U
~m
~~ ~
W ~ c~
~~~~
~ ~~~~ f~
~ J p U
•~ao~~
l
~ \ ~
~~ ~ U
Q
a
f
- W
I-
~~
~ ~'~,,
~m ~ ~'' o
\\ T
\~
~ ,~~

~: _•t~~ ~ 4 yl ^~
1
- ~~ ~ t .
~: ,.'- f r
r
,~'
._ r.
> ~:
''
iG ~ i { `t -~~ ~L _
'r ~
`r° t I 7 .
.\ . ~
i
f' - '~~ -- ~_.~Y rr .•~ iii •~~ ~_ ~~..--.~'..'
i ' W/~ '' J ~ i ! -~
' / V ~ {'j ' ~ ~-
`~ ~ ~ -''~
W ~L ~~
~ ~ _ ~ ~ ~ -,
!, ~ W ~ ~ Ji ~ ~ ~, Q ~ ~' 1, ` ~ +
r,. ~.
I ~ .~ ~ t ~ I Ij O i~~ sue' 9 /a9 . ~~~~ v1: .I . ~ r ,,
i Z ~.1 r :' f ;, { yg< ey ''y y . ~sh,~ - { r e :.' ~ ~ ! \ 1 .~
F: ~.
a y ,,t i 1
4
Z Q p ~. ~s r ~,~s9' ~ .' ~ to '~ rl t . `,
. .r , - p'
,,~ '. ~ ` -
f 1
{ ~ , rr 1r! ~~.. 1 __ .. ems., i + ~~ ~,:
1

~ ~ ~ ~ ' ~1 ~
/ ~ ~ NOW OR FORMERLY-
~'~' ' ~ 1 ~ \ - I RUSSEL E. GARRISON
a e .tID'm'~w. ~ Jf ! ~ -VOW OR FQRMERIY I DEED 6651-3~4
~~ '`. WtU.tAM CAT
T' i J~ ~
e'er eaC \ DEED: 3,~1.~Sg~ ~ . I
N - ~ ~`' t
t ~ ~ ~\ 1`- - __
~~ ~ v ~ ~ 1 ~ ~ ~ 4} 4 t SO ~ CON(~~RVA770N
a~ ~%i \ t t DAS~'1 DN7' ~
;~ ~
\ , i ~ 1 ~/
~~/ •~ \ ` t
~ / ~ < gg ~ i t ~ ~ \ ~ ~ ~ ,. SCALD: "=200" l
e,?
t RMILLIO P~A E 5
1 ~~ 1
~' ate' t 1 ~ U U~~~~ ~ +~ ~~
s, t 1 B,~' 1 ~l 1 ~._ , ~ 1
~.- I 1 ~, ~ . ~i r r ~
..- -~ ~ _ r • ~ .
.i~ \ ~
~,
t \ ~ .
~ N
~ \ . , ~ 84 t ~ ~ ~~~{ ~ J 1 ~ N W` OR FORAiERIY
~ j~ -- t ~ ~ l ~ MY EWART CATC~ &.
- ~ , ~ ~ ` ~ ~" l t ~~' (i ) D ED: 9a58-531\
~ -- _ ri er~ t '$'t tv - J' t~ ~ ~ Tax ~ ~ ois-ZZ,--o
tot ~ </
~ >>
~ ~~
~ ,~ ~ ~ 1 t
f
~ ~
\ f i ~.~~ ~
~~ ~ _ ~ ~~
~ ~~
~ ~ ~ ~ ~: ` ~
,,, ~ l
' ~ l = ..
____ ENLARGEMENT 2

~ i ~ /
-. _.
r--_= ~-~ ~.-
,--- \ .
P Y i l't~ r ~"'-- ~~
i~
~~ t JI.-, -~ ~
qq ~ 1 ~
8? b5 Abp ~ ,, '`\ \.\ ~. ~ \\`
3l ~
`" ,
_ `~1a~ ~ ~ / o ~~; ~ ~ 4S1 4 ~ CREDK
,~ $~ ~%~ j 1 of ~ ,~'~~\ \ ~ ~, /.,ai~~
~ ~ ~.~
~ r
`~ ~\ 111 .~\ ~~ ~\ ` \ \\1 ` ~ // ." ~, $077)
\ \\ \ .._ \~ ;~~ \ 190 138•`\~ ''t J //
\\ ~ \\ ~\ ~~ `. '\ 29 \\/~ /~, 137 \\/ ~
,'91: /. \~ 113 ; '\ , ~ ~ \.\ %~ '/` ~dRE ~ j
/ "~ .\\ 114 \\ ~ ~\~ 127 \\ ~' ~ ~ \198 .:s.r~i./~ /
1,~ /
- \ ' ~ \
~\ 'lye ~ .. ._ ~ ~\ 126: ;\ , ~ `~ 1~0 ~ ~.® ` , - ~1= ~{~, ~1.. :: _
\\ .. \\ 141, \\ - ~. :~ , f_
/' ~. ~h 122... .,~ , ~ _ ....
//119 . f/' ~ / `\ iMl \\ \f - ~ / f ~1[ DOllloe `.~,~ .." _ •
l/ 121 ' (~ ae~`\ \ .~ ''.~ . ~~ .:--- ~
,147 ~ /'. i i - ,~~ ~_ .,~ .
~,/ ~ - ~ l
~~, .<-
~i 133 ~ . ;- ; . / ~;-- ~~../ - _~ ~'' ~ ` .~
,,
Y 1~~,~
~; ; _ ENLARGEMENT 3
?~~r ~ .' ;
..~ •-

l. -rr~tii~ li/ ~. ~
-- } ,1 ~ l

.~
,. ~.. HIGH DENSITY AREA 70
' '~~ ~'~\\ BE SERVICED BY BMP
.\
\;\ .\~\
\` '~~~ IMPERVIOUS STUDY
\~ •. ~`
~,\ .~,.
\' ~~~' LOCATION
\~~~.~
,.. \\
,\ ...,
PROP. BMP ~`\~-~`~~ PROP. SLOTTED ~
,, ~ - \
>>..; \`.~ _; DRAIN #1
SITE BORDER '>> '`' ~ t • }' _--
'` ~:~?: - ~ i + ~%~%: :%~- ~.. PROP. SLOTTED
'~ ~ /// / t `= :~L. .T. ~ r ` ~'~~.! ~\~ STREAM CENTERLIN
~: /. ~ - ; ' - - - - - - , : - ~' :_ ?E ~~1 ~ 't.` ~~ . PLAND ZONE `, _ ,
.~_ ,..,~: ~ , ~; : y \ \ ~\ 3 WIM~ BUFFER
.~ '+~~ I jam. {+ :•.N'• •! i..'N'1 .•.' .t •~,(~ .,\ • ~} I
LIB ~' i ~ ~ /='. +_~ ., `./ .
~'t V ~~%
\ /.
t i ill ~~~ ~~~
1 1 FI _ ~ + ~'
t 1 ~ ~ r ~ %
f l I } : ~i % d ~ ~: • - -- FUTURE DEVELOPMENT
r '//; ~ ~ ~-r ~
~r ~~f/ ~ ~xt ~~
I '%/i• '°~>., ~~+ H1C,H DENSITY AREA -
't '%;' °`, ,~~~` TO BE SERVICED BY ~~'~~~
\~,~//,~ :~~~. BMP POND _.....,=
yt. - -
HIGH DENSITY AREA
' TO BE SERVICED BY ~///////
~1 SLOTTED DRAIN/ ~~
FILTER STRIP
HIGH DENSITY AREA
~• ~
TO BE SERVICED BY '
~•~. _ " ~•
~
#2 SLOTTED DRAIN/ ;_; •,~ ~_
FlLTER STRIP
~Ep"`~D~ VERMILLION -PHASE 4 ~~
HUNTERSVILLE TOWNSHIP NEW VERMILLION LLC NT5

eOR
!>aMllC~Y~RK MECKLENBURG COUNTY, NC 13815 CINNABAR PLACE
'YtL~
.
Smonce.F~oavatx^rEwo
a~ & ntP~tous HUNTERSVILLE, NC 28Q78
'

51'[J~Y LoGATION _

-..-
i..:"'
.' L ~ `
,.
'(1.
~..
_. ... , .
~ 1 ; --
~ ! l _ r
ac~n~o sv
VERMILLION -PHASE 4 1'50'
HUNTERSVILLE TOWNSHIP NEW VERM[LLION LLC
13815 CINNABAf2 PLACE
~.•~~•~«•~ MECKLENBURG COUNTY, NC ~~
HUNTERSVILLE, NC 28478
szoo n ~n~ ~~
BMP DRAII~TAGE ARLA
~.

~~- ~, ;.
_~ ~
~ ~
1 ,-~ %
~ ~
~~ ~
~ ,~ ~ ~~
a ~
r
O ~ \
O ~ ~~~ - \`
~,.
m
1
~~, .,,.
j .~ ~ ~..
w
r ^ ~ ~\~
A.R
Z '+b
/ ~'c 4t
V
~a
' ~aN p
~~ Gov ~
_--____
~ ~
~ ^~~^ O -
~ ""'~i r,
! s / \
S[ .
•St !
S
~. w
// .
r
1
CIO
~~ o
---~-- ~
_,
~ 0
\ ` ~ ~.~
\\ ~ ~, ~-
~`
~ .~ -~
~.}~ .
L
-~ ~ :
~~ ~
~ ~ ~
'___- ~ \ i~Mt
`~.

~~ U
~
g

o ~~

~ ~
~~~ ~
~
~~

~~caa
o~~

~ ~ ~

~` ~ ~ a
~
~ ~

€
u
Q ~
~

O _
~
`~~ ~
O QQ;;
A
~

~/ ~i
. ~
~ ~ ---,
~, ~--
i E _ ~ ~ ,~ ,
.=
'~JJ -~~' ~' a
'' ,. i o
~ ~,

,,
_ /

M
~ ~ ~
s
~
~
~ A ~
0. s~a
~ ~
~~ p
~
A
~
~ ~~
~q
~
~
6

~~_
Masnawa~~\ j
J ~-
/ ~i
~- ~,
~~ ~
~,~ I
~~
\~
r ------
/~`

~ 11~
~~~
~ ~~
~ /~
<< ~ ~ /
~ ~
'~j~/
~~~ ~
I /~
' / /
/; I ~L7
/ "/
a
l ~ ~.~' ~
_'~ ~ '~ W
~ O 0.'
!,~; 1
Q1
' ~ ~ ( ~~
~~~r ~N ~~
o -, ~
i ~ ° N
.3,
1 ~~
r,~ ; ~
{
! ~ p
Z
f ~ ~ I m
o
T~ ~ I
f ~ r~ I l 1
i
f i - ; `l
A x~
~_ r~ajj
/ T € i4~r Ed; ~ ~ ~ m
~ e~i ~a Gy ~ ~ ~ Oa, az
a ~ ~' ~
~ u a °~~
a
~° ~ ~
~M
t ~ ~
r11 tji
J
/_ -
_ _o ~ .
~'
F-a -------- ._~ . --- '' ~- .
..~--
~_ ~~ _~
d
~ j ;:
_o _-
`~~~ ;~;
M
~. F
O
o. °/
~: ,_
~ / i~ /.~
~ ~~
i ;~ i \
'~ / ~ T
~ i f ( ~
~ ~~. ~
£h l '~ .._
~ I
f4n J\ ~~~ + / \ `(
~"~, i , ~ } ~ ~ ~
~ ~ ~ ~~ P
,~~
~~ _ ~
i Ui \
- i ~ ! ~ ~ ~ -
~ f i
i 1~ , '

..ii ' SS .-' g ~
`' ~ ~
/ ` ~ /'
/ i.
~' % G.
`-~ ~ /^~f
,r J''.~ ~`~ ~ W
~ ~ 4! ~ ~ Qz ~ ~ ~ tea,
(n U ~ a E d ~ Q" ~" Cdj
~ ~ ~ ~ ~
a A
D N X , ~ ~
Z ~ ~~
F
'~ - ~r r~
-'^~^ ~-~
~". f I
. ~ - '~
~i'
_~----".
j ~-----
! ~ -_
i / ;-
,> ~~ ~ ~ ,
~~
i ~ ~ ~
~7l,I ~ sn
I:~ ~ o
~~ J
l r
W~ ~^ !
O N ~~
1~ ' o ~Q`
:~ xis s ~~~
~ a~
~~~ ~ \ ~
-. ~ ~
~ ~. ~ - - ~
}
~~.
~. ~ ~
., ~ ~
~~ ~
~~ ~
~ \ \~c '9~ ••~ ~ 6
~~~~ a~~
~ / .~ ~ 1
. ~ . o
/ -~ /
/~~
~ ~~ ~ ~
f '~
/ ~.~~ ,i
Q
Q ~.
Q ~ ~,
~~
~.
\
\
~
~
~
I ~
1,

/~ t
. ~- ~ '~ 1
z Q
_ Qwx3; ~ Q'rE~V ~V
-' Z W / W ~ ~ ~ ~~~i3 ~ ~ ~ C1 ~•
/~ ~~ ` ~ ~ ~~ FA ~ ~ ~~
~~ ~w. ~ ~
. ~ ~ ~ 1'
~~
~ ~~
mW%t ~° ~
~ ~ ~ ~ ~
'a ~
~t
o- w ~ I'
~aW~ ~ ~ is r- ~t ~
Q~~ _
W UzZ ~ I -~ \
p S(nWQ
m ~ o x~ i ~.~ ~ t ~b ~~ ~
-~ ~ ~'
~ ~ ti \
~,
,_
~, ~ , ~~,
~ . ? -~ ~'
__
' ~r ~ O F-- ~ \ \ \
f/ ~ ~~ / ~~~ am 3 ~ ~~ ~
=~_ ~ ~
~ tai ~ c~'-in ~~
Z ~ M
7~~ V~ W \ \., ` `\
s
~y "~ ' s~

VERMILLION PHASE IV IMPERVIOUS SUMMARY
2-Nov-05
~~~' _ ?,~ > ~~`~~IA~IPERK/,~1;0U$~~fIMM~I[~f1Ci~E~J~tNI~l1~Il~l~[
~ ~~ ~;n r~
~~MtLI~~:a~;;:

sf ac
HOUSE PADS, WALKWAY AND DRNEWAY
AREAS
408640
9.38
STREETS WITH CURB AND GUTTER 475072.6 9.53
SIDEWALKS 90102.8 2.07

TOTAL IMPERVIOUS AREA FOR PHASE 4 SF/M 913815.4 20.98
GROSS AREA FOR ENTIRE SITE 3142373 72.14
°/a of Gross Area 29.08%
Y
~.s _ S M
sf ac
HOUSE PADS, WALKWAY AND DRIVEWAY
AREAS
38500
STREETS WITH CURB AND GUTTER 48408
SIDEWALKS 7004

TOTAL. IMPERVIOUS AREA FOR PHASE 4 MF 93912 2.16
GROSS AREA FOR ENTIRE SITE 142342 3.27
of Gross Area 65.98%
~°'~^lMPE ` OY~ ~SUMI~I' Ft~ ~G~ ILL Y'
sf ac
HOUSE PADS, WALKWAY AND DRNEWAY
AREAS
370140
STREETS WITH GURB AND GUTTER 366664.6
SIDEWALKS 83098.8

TOTAL IMPERVIOUS AREA FOR PFIASE 4 SF 819903.4 18.82
GROSS AREA FOR ENTIRE SITE 3000031 68.87
of Gross Area 27.33%

~)~ ~s.~ -- -- -. .._
--
~~ .~ .~:~;.~.~..~_~ -~:~1wtP-QTR i4{ 31!IIEl1~~ E'A... , ~ a ~. `~'~ '.G:

2,_ _~tt
ac
AREA REQUIRED TO BE TREATED BY BMPs 3.27
AREA TREATED BY BMPs 15.45
ADDITIONAL AREA ABOVE REQUIRED) TREATED BY BMPs 12.18

~ ! ~~~
eF i'~li ~~~ ~~ !ei lt{~( iiti 1 't,l #' ~}'~ t.iij
$ ~ ~ d t F ~!!1' ~ ~ {jr ( it g1~ti liFa {ti,i ! alt [!!
~,~ 6i ~ t!i6iel sy~'~i~l{ i iii 1 rf 1F°~j 11;~ ~~~ltt~ ~!{{~ij11;{'~
a e il~ p!!t'i t4 ~i~~ ~_'~~ ~ ;!'~r~~i ~ 3li ~i;~ iii~t;,i °,lll;~,,{.1
~~~;1~~'~~A~~~F~~ ~ I {1aia~~{ Dili {{lf` I~~Fy7t ~°~tf~il{~itl
1. ~.. t i.... 111.1F~1,;,.
7
o~~
ti
.1
W ~7
~ ~~
q ~~
4~
~~~~
w ~o ~'
~w ~ s
~W g~°z
0
0
U
/ Z
N
Q
m
O
z
a
Z
L ~ ~ ~ Q
C ee gg Z
.: ;° g g:, a F€~~ ~~ 1 i
~~o ~ g~p~~ a~ ~ y ~ ~ ' ~ a~ a6T~~~ !y [{ ~~ ~ { { IE ~ ~ ~ il{ { ~ - O
y v Y 2: i 2]~ J i g
' I _ ,
~': ' ` ~~
' ~ a 5. ~~ dN ~~
•, - ~y~ld ~d8 --
I
~~ ~ t~' i- ~ ~ ~ i ~
~ !c 1
~ ~
~~ ~ ~ ~ ~ ~ _ d ~--
~ / ~ _~ ~ /
-? i ~ ~ i ~ ~~ ~ f ~ -
~ ~N ,\\`
~~' ~~ i ~ ~
:~ i ~~`" 1 ~'~ ~'- ` , \, sue.
~ - ,_,,. i
~e ~ ~ \~
'-_` ~ _ f'
-.'a ~,
~ s~\ ~: \;
~,~
~ ~ '~~ f
/ /,s ~ ah ,
. i ~ ~ .~ L g„ ~ ~
~ ° ~ ~ 1 1'
~, .. ~\
C 'r ` .~ ~
i ~ ''~~ ~ 'y, bn ~ ~, ~~ ~ . ~
i ,~ __ ~"`~, ~ ~
,_
~ - _ ~ ~~ \,
FS
~~~
~gE
C
r
V

Project No. DWQ (to be provided by DWG
DNISION OF WATER QUALITY • 401 WET DETENTION BASIN WORKSHEET
bWQ Stormwater Management Pian Review:
L PROJECT INFORM
Project Name : _
Contact Person: _
For projects with multiple I
Basin Bottom Elevation
Pemtanent Pool Elevation
Temporary Pool Elevation
Permanent Pod Surface Area
Dramage Area
Impervious Area
Permanent Pod Vdume
Temporary Poo! Volume
Forebay Volume
SAlDA used
Diameter of Orifice
~ l7•~ ft
- (average elevation of the floor of the basin)
•'1 O~
ft. (elevation of the orifice invert out}
7aa , (t {elevation of the outlet swc-ure unrert in}
SCI ~ ~ sq. ft. (water srxface area at permanent pool elevation)
3 .'d-~ ac. (on-site and off-site drainage to the basin)
a. l{o ac. (on-site and off-sfte drainage to the basin)
~~ ,02 ~.~ - cu. ft. {crnrrbined volume of main basin acrd forebay}
l 5 a 8 (D ~ a cu. ft. {voume detained on tap of the permanent pooh
-~~-`'1. a cu. ft.
o~. ~o`t {surface area to drainage area ratio)
c~ in. {draw down orifice diameter}
REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. Il a re~trirement has
not been me4 attach an explanation of why. At a minimum, a complete Stormwater management plan submittal includes a worksheet for
each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage plan and a
fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional information
and wifi substantiaAy delay final review and approval of the project
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are rro steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is speaTied.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume ~ approximately equal to 20%of the total basin volurrne.
Sediment storage.-is provided in the permanent pod.
Access is provided for maintenance.
A notarized site specify operation and maintenance (O&A~ plan is provided.••
A vegetation managernenthnowing schedule is provided in the 0&M plan.
Semi-annual inspections are specified kr the 0&M plan.
A debris check ~ specified in the 0&M ptan W be perforated after every storm event.
.A specific sedimerm clean-od benchmark is listed (e~vatimar or depth) in 0&M plan.
responsible party is designated in the 0&M plan.
0~~ ~ ~ information):
Phone Number:
speafy which'bas'rr this worksheet applies to:
3fl

VermiWon Phase 4
Operation and Maintenance Agreement
5/8!06
Ot~eration and Maintenance Agreement for Wet Detention Basin
Maintenance activities for the wet detention basin shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly inspect
the wet detention basin for erosion, trash accumulation, vegetated cover, and general
condition.
2. Eroded areas shall be repaired and debris removed immediately.
3. Reseed as necessary to maintain good vegetative cover. A11 grassed areas of the wet
detention basin shall be mowed and vegetation management provided twice a year, at
a minimum.
4. Sediment accumulation shall be inspected semi-annually and removed when volume
is reduced to 80% of the original design volume (Bottom of Pond = 717.0), at a
minimum.
5. All components of the wet detention basin shall be maintained in good working order
to ensure that it operates as designed.
I acknowledge and agree by my signature below that I am currently responsible for the
inspections, operation, and maintenance procedures listed above. Upon the transfer of
open space to the Homeowners Association (HOA), the maintenance of the pond will
become responsibility of the HOA. DWQ will be notified of any problems with the
system or prior to any changes to the system by the responsible party.
Print name: ~"`~ ~~~~WQ"' ~'C
Title: .p
Address87~ A" /DR TZ.
Phone: ~p~..g'~s'-~j70~
Signature:
Date: ~/~a/
/l~ddERr'~Q • ~ry ~-J~
I, ~~~,.~ ~o~J,u~,.~ a Notary Public for the State of North Cazolina,
County of Mecklenburg, do hereby certify that ~o~. r ,,,~,4,~ personally
appeared before me this ~o day of .~,~~/ zoo G ,and acknowledge
the due execution of the forgoing bioretention maintenance requirements. Witness my
_ - hard and oricial seal. ~~'~~~~~~ qq
?~~(;~ co:nrnission expires --~-Z;~`_ . (Seal Below)