20050365 Ver 1_Complete File_20050218

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Wetland and Natural Resource
Consultants, Inc.
US Army Corps of Engineers
Attn: Ms. Amanda Jones
151 Patton Ave, Room 208
Asheville, North Carolina 28801-5006
Re: Grace Development Corp., H C, Nationwide Permit 3 PCN
David Sharpe Dam, Inventory Number: Meckl-106
Mecklenburg County, North Carolina
Ms. Jones:
February 15, 2005
The purpose of this PCN is to request authorization for impacts to regulated streams for Grace
Development Corporation, for the proposed maintenance activities associated with the Dam located
adjacent to the Stonebridge Subdivision in Mint Hill, Mecklenburg County. Impacts to 37 linear
feet of Th-e= channel are proposed in order to rehabilitate the existing dam to meet dam safety
requirements as mandated in the attached letter from the NCDENR Land Quality. These impacts
are assessed to have minimal adverse impacts on the aquatic environment, both individually and
cumulatively, and are presented as a single and complete project as impacts from the subdivision
are not dependant upon repair of the dam. Dam repairs would be required regardless of the
adjacent subdivision (Action ID: 200530418).
Please call with any questions that you may have.
Sincerely,
Tamp Bandy I/
Phone: [phone]
cc: Mr. Alan Johnson
610 East Center Ave., Suite 301
Mooresville, 28115
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Newton Office
PO Box 224
Newmn, NC 28658
828-4652035
828-465-3050 Fax
qde Office
wnrint- m 217 Paragon Parkway, #142
Clyde, NC 28721
828-627-005 I
1 828-627-0052 Fax
219@120y,20
FEB 1 8 2005
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?A'jDST F , 14 , Form Version May 2002
Office Use Only: 'I?gR?:CH
USACE Action ID No. DWQ No.
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
Z Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
Nationwide, Regional or General Permit Number(s) Requested:3
If this notification is solely a courtesy copy because written approval for the 401 Certification is not
required, check here:
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: ?
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: ?
11. Applicant Information
I. Owner/Applicant Information
Name: Grace Development Corporation, LLC
Mailing Address: Contact: Jeff Cowan
3037 Fairview Road, Suite E
Charlotte- NC 29227
Telephone Number: 704-573-7101 Fax Number: 704-545-1927
E-mail Address: n/a
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: Tamp Bandy
Company Affiliation: Wetland and Natural Resource Consultants, Inc.
Mailing Address: P.O. Box 224
Newton, North Carolina 23658
Telephone Number: 828-302-3137 Fax Number: 323465-3050
E-mail Address: wnrinc(aaoLcom
M. 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 I 1 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-
Page 1 of 7
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: David Sharpe Dam (see attached NC DLO Notice of inspection letter)
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/:i
3. Property Identification Number (Tax PIN): 13903225
4. Location
County: Mecklenhurn Nearest Town: Mint Hill
Subdivision name (include phase/lot number): Stone Bridge
Directions to site (include road numbers, landmarks, etc.): from 1435, take Mint Hill Hwv 213 exit
and Zo north. rillht onto Bartlett Road. site on south side of Bartlett (see attached USGS)
5. Site coordinates, if available,(UTM or Lat/Long): 35.18°N 30.62°W
(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): +/- 118
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Clear 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: abandoned auricultural, pasture / ranee on site. Surrounding properties
residential
10. Describe the overall project in detail, including the type of equipment to be used: Maintenance of
existinu dam structure includinL the removal of ve-_etation, arrding to flatten slopes, and riser /
overflow pipe repairs or replacement.
11. Explain the purpose of the proposed work: Maintenance of existing dam structure for compliance
with NC DLR - Land Quality Dam Safetv Requirements (see attached letter dated 3/7/03).
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.
NW 39 (Action H) 200530413) and certified delineation maps issued for the adjacent Stonebridue
Subdivision. This PCN presented as impacts for maintenance under NW 3 as single and complete
project for compliance with NC DENR Land Ouaiity requirments.
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.
dam rehabilitation activities proposed under separate authorization request for Nationwide Permit
3 as sinp_le and complete project (see enclosed NW3 PCN)
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
Page 2 of 7
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.
Provide a written description of the proposed impacts: Maintenance of existing dam structure
including the removal of vegetation, aradina to flatten slopes, and riser / overflow pipe repairs
or replacement. Original pond elevation to be restored.
2. Individually list wetland impacts below:
Wetland
Impact
Site Number
(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***
n/a

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to:
mechanized clearing, grading, fill, excavation, flooding, ditch ing/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 httpJ/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: +/- 6 acres of wetlands /
pond area
Total area of wetland impact proposed: n/a
3. Individually list all intermittent and perennial stream impacts below:
Stream
Impact No.
(on ma)
Type of Impact* Imapact
Length
(linear ft)
Stream Name** Average
stream width
Before Impact Perennial or
Intermittent?
( leasespecify)
dam fill I 37 ut to clear creels 2 perennial

* 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,
Page 3 of 7
etc.), excavation, ditch in g/straighteni n a 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.usgs.gov. Several internet sites also allow direct download and
printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 37 If
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and
any other water of the U.S.) below:
Open Water
Impact
No. (on
ma)

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

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill,
excavation, dredging, flooding, drainage, bulkheads, etc.
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.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local
stormwater requirement, etc.): n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
VII. Impact Justification (Avoidance and IN inimization)
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.
Impacts are minimum necessary to comply with dam safety requirments
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
Page 4 of 7
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 httpJ/hlo.enr.state.nc.us/ncwetlands/strmgide.litmi.
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.
Impacts to streams are assessed to he minimal.
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 httpJ/h2o.enr.state.nc.us/wrp/inde.--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): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
M Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state)
land?
Yes ? No
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 ?
Page 5 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 fmm the DWQ Regional Office may be included as
appropriate. Photographs may also be included at the applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A
NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer
Requirements), or other (please identify nta)?
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.
Zonc* Impact
(square feet) Multiplier Required
Mitigation
1 I n/a I 3 n/a
n/a 1.5 n/a
Total n/a n/a
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 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, 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.
n/a
X.I. 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.
n/a
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.
n/a
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules'?
Yes ?No
Is this an after-the-fact permit application'?
Yes ?No 21
XIV. Other Circumstances (Optional):
Page 6 of 7
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).
n/a

Applicant/Agrent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7
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Name: MIDLAND Location: 035.1819044° N 080.6206914° W
Date: 2/152005 Caption: David Sharpe Dam
Scale: 1 inch equals 1000 feet NC DI R - Land Quality Inventory #: Mecld-106
Copynsrt (C) 1997• Ybptocn. inc.
`1a? 11 C4 04:5- 2p Wins-Cn Carlyle 843-971-9710 0.2
hay 07 04 11:26a WIMSTCtt-CARLYLC d COMNInY 17C45450027 0.2
35/'017084 it:52 1127823924 SAVSEW. V DDELOPENr PAGE J2
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t'40f2.'1 CZmfna CeWarMXM cf Enrtror>tnettit and Nahaai 6tr_ar =
lrft:h* F. Easley. Govraar
NOTICE OF IINSPEMON
ww= a R=.;r.. Sa rviarr
DMSION OF LAND RESCLRCES
LAND QUALM SHC.^.ON
Auguu 7, 2003
11A71. 7007 :5700094 723i 1523
R?TUB."1 BEt?.''ItT'_?EOUlESTED
M,ot 11W. LLC
429 Fourth Amain. Suite IC02
Pimburgh. P=wyhmnis 15219
C3MTMED O'IAEL 7001 2519 M04 92AS 1311
RL fURN XZCEITT RE0UVMED
CT Carpormion
223 Hillsborough Surd
RtJcigb, I` wh CamLam 27606
RE: David Shupe Dam
Invcsory Nua>ber- Mcc1d.106
Mecklenburl County. N. C.
Dart Sir or Madam:
The 'Isar Stfaty Ltw of 19G' provides for tho ara5cation and mspcclion o( dam is the
mtterest of yuWw acatLk :afety, and waJUm is order to reduce the rink of Wurv of =r h dears; to
pmma injntirs to persons, dsmap to praprrty; tad to =m s (he mxkx aatco of attain glows.
A visual irapeetion oflhe teitrsacad darn, which is located off HartlertRoad inMfacldmburg
Canary. was a mducted an Aug= 15, 2003 by ULIT of the Land Qusiay 5aaim Durmg this
irtsgectioa tka fbllowing co>midm wsa noted:
319 Wrm Maim Sra t l bor um. Nam Czoibta :8115 PRonr 1134.663.16991 FAk 76&661-80+101 kth mxt wrw tnr M x Q? ??/
?, Ewr oK,.wlr ?tr•a,rw ? ? _ ter, p.o?,:iw 1 t11R ?art L? ?.a.
tai 11 04 04:520 Wtrstar Car1?1e ©43-9 1-8710 a.3
Man 07 04 t 1 :26a uIMSTCM C.9RLYL C & CChPf1'+Y 170454.8927 A•
051861roa0 .:'5: 4.:783397- BAvEXPQV :)EvELCP"£4T pr-GE 33
Psge Two
I. The darn etas rec=ey ovatopped. white's has caused ¦ guity to form on the
downsircim slope. The gay is bated near the center aftfre downmeun slope and
the gully's depth wras approxim and to be eight fiat
2. Fire orl TLwwed mew pip" (Cie,) appsar to have boat instsu7od to saw as the pm=pal
and atsaWmecy sgu'lweya The inlets of the 12-umb. 13-cob and IE-int.'s CAP& west:
oomOacfy su c=zrd wrth only sbglrjlow obaorvod rariang the pipes on the do..arawn
sale. Thu obxsvsrrott irdkWU thst the pig= art sbaost coaOctety obsttunad
The isku for the two 2 -inches Cis wrrt vim'Wr, bta seventy obsunu-d
Toesv conditions appew serous and j%wiiy inther erilginc=iog study to dcterminc -. e
apprv7=o rztttedial mea ms. is ostler to enure the safety of tits darts, you must retain dt t mcmow
of s rt:gstered professional =Vnert or an c:pcsienced engineer ng Harr to Malta a study of the
candiutras ovttirtcd in this lesrc Marm and spociAculem fof repair, based oo the rtiuka of the wady.
rx= be filed wn h the Divisina of Land Ruowces for aMove1 pursuant to Tile 15, Subchita 2-%
of the :lonh Cuesliaa ACxrirwtnuive Cade.
Also be advised that this Office 9urt aggrove my euavadorn bt ld3 dam cr rrajor rcpau
wort to the dam befart any wtrk u done AJ oo, cote Lhat tttis dam may not be breached =Z=g
the darn may not be drained by cuttirta s notch m the dam, wtthout pnor tstt;uteued bench plan
bang wbbnutted to and sppmved by this Departmm
meaae advise this Office of your inexdsd action is dus rnuter. if paaitive action is not taken
torn, t! C d= tray f d u a r esuh o f ovcrtoyp" This fs ilum could rtauh in the ttf case as Ittrndrod s
of yuds of =dmwm imo ttm stream bdo- the dam.
Shwrld you lave wy gtse=m tames mul oar insperior% pkwe con-a Co•ey Priddy a me
at [phone].
S'mercty,
-
O. Cook E3
Assutsat Regional Fstgiaeer
COG'ac
WN;t
Wetland and Natural Resource
Consultants, Inc.
February 15, 2005
NCDENR, DWQ
Mr. Alan Johnson
610 East Center Ave., Suite 301
Mooresville, NC 28115
Re: Grace Development Corp., LLC,
Revised 5tone Bridge Subdivision NW39 PCN
Mecklenburg County, North Carolina
Mr. Johnson:
The purpose of this revised PCN is to request authorization for impacts to regulated streams and
wetlands for Grace Development Corporation, for the proposed stone Bridge Subdivision. Impacts
have been reduced to the maximum extent practicable by utilizing head walls and shortening riprap
aprons to the maximum extent practicable. Additional comments based on our site visit have been
prepared by the project engineer and are attached for your consideration.
Stream mitigation of 250 linear feet through the NCEEP is proposed as mitigation (request for
availability has been submitted to NCEEP). Impacts associated with dam rehabilitation activities
have been requested under separate cover (see enclosed copy of Nationwide Permit 3) to the US
Army Corps of Engineers as a single and complete project. Impacts required to repair the dam are
not dependant upon subdivision approvals or vice versa.
Please call with any questions that you may have.
Sincerely,
Tamp Bandy Q
Phone: [phone] ?DV
FEB I
8 D
CC: US Army Corps of Engineers tt DFN ZQ?
Attn: Ms. Amanda Jones
?5? sTpFR pVa? S
151 Patton Ave, Room 208
Asheville, North Carolina 28801-5006 Cy
Newton Office Cyde Office
PO Box 224 wnnnccom 217 Paragon Parkway, #142
Newton. NC 28658 Clyde. NC 28721
828-465-3035 828-627-0051
828-465-3050 Fax [phone] Fax
j^ i t ;G
FEB 1 8 2005
DOM - WATER QUALITY
1=-A :DSA D STMIUAUR LUNCH
Office Use Only: Form Version ivlay 2002
USACE Action ID No. DWQ No.
fir any particular item is not applicable to this project, please enter "Not Applicable" or `N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
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: ?
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
1. Owner/Applicant Information
Name: Grace Development Corporation, LLC
Mailing Address: Contact: Jeff Cowan
8037 Fairview Road. Suite E
Charlotte. NC 24227
Telephone Number: 704-573-7101 Fax Number: 704-545-4927
E-mail Address: n/a
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: Tamp Bandv
Company Affiliation: Wetland and Natural Resource Consultants, Inc.
Mailing Address: P.O. Box 224
Newton, North Carolina 28658
Telephone Number: 824-302-3437 Fax Number: 828-465-3050
E-mail Address: wnrinc6i).aol.com
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 I I by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-
Page I of 7
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: Stone Bridge Residential Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 13903225. 13903218
4. Location
County: Mecklenburg Nearest Town: Mint Hill
Subdivision name (include phase/lot number): Stone Bridge
Directions to site (include road numbers, landmarks, etc.): from 1485, take Mint Hill Hwv 218 exit
and go north, right onto Bartlett Road, site on south side of Bartlett (see attached USGS)
5. Site coordinates, if available (UTM or Lat/Long): 35.18°N 80.62°W
(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): +/- 118
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Clear Creek
3. 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: abandoned ap_ricultural, pasture / range on site. Surrounding properties
residential
10. Describe the overall project in detail, including the type of equipment to be used: Single family
housine subdivision. Construction to utilize typical heavy earth moving equipment.
11. Explain the purpose of the proposed work: Provide infrastructure for subdivided lots
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.
Wetland delineation survey maps and relevant site data submitted to Armv Corns on 11/9/04.
Corns issued
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.
dam rehabilitation activities proposed under separate authorization request for Nationwide Permit
3 as sineie and complete project (see enclosed NW3 PCN)
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
Page 2 of 7
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.
I. Provide a written description of the proposed impacts: Project impacts include a single road
crossing of a perennial channel, a road crossing of an intermittent channel fill within an
intermittent channel for lot 15 to provide access and building pad. and fill within two wetland
areas to accommodate buiidint! pads.
2. Individually list wetland impacts below:
Wetland
Impact
Site Number
(on ma)
Type of Impact* Area of
Impact

(acres) Located within
100-year
Floodplain**

(yes/no) Distance to
Nearest
Stream

(liner feet)
Type of Wetland***
1 - fill 0.01 no 50 I freshwater
2 fill 0.01 no 250 freshwater

* 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 tloodplain maps. Nlaps are available through the
FEMA Map Service Center at 1-300-358-9616, 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: +/- 6 acres of wetlands /
pond area
Total area of wetland impact proposed: 0.02
3. Individually list all intermittent and perennial stream impacts below:
Stream
Impact No.
(on ma)
Type of Impact* Imapact
Length
(linear ft)
Stream Name** Average
stream width
Before Impact Perennial or
Intermittent?
(please secify)
1 fill 20 ut to clear creek 2 I DWQ per
2 pipe / rip rap 116 ut to clear creek I 5 I perennial
3 fill 114 ut to clear creek 2 DWQ per

* 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.
Page 3 of 7
** 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.usgs.gov. Several internet sites also allow direct download and
printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 250 linear feet to perennial
streams as Geld determined by DWO
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and
any other water of the U.S.) below:
Open Water

Impact
No. (on
ma)

ype of Impact*
Area of

Impact
(acres)

Name of Waterbodv
(if applicable)
Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)
n/a

I

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, .
excavation, dredging, flooding, drainage, bulkheads, etc.
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.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local
stormwater requirement, etc.): n/a
Size of watershed draining to pond: n/a Expected pond surface area: n/a
VIL 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.
Impacts to perennial or important streams as determined by NCDWO to utilize headwalls and
shortened riprap aprons to maximum extent practicable. Stream impacts on lot 15 reduced to only
20 linear feet for driveway crossing from 160 linear feet in orieinal application for lot fill.
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.
Page 4 of 7
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://h-o.enr.state.nc.us/ncwetlands/strmgide.htm1.
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 casement, etc.), and a description of the current site conditions and proposed
method of construction. Please attach a separate sheet if more space is needed.
All remaininL channeLs, wetlands, and waters on site (other than those reguaited under NW3
for Dam Safety repairs a3 single and complete project) are to be protected through deed
notifications. Impacts to wetlands are amessed to be minimal.
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:/Ah2o.enr.smte.nc.us/wrp/inde.x.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): 250
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount of Non-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
LX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state)
land?
Yes? No 21
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 ?
Page 5 of 7
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of
the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state
and local buffers associated with the project. The applicant must also provide justification for these
impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly
identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts
are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as
appropriate. Photographs may also be included at the applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A
NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer
Requirements), or other (please identify n/a ?
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 I
(square feet) Multiplier Required
Mu Nlitiaation
I I n/a I 3 n/a
2 n/a 1.5 n/a
Total I n/a n/a
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 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, 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 213.0242 or.0260.
n/a
XL 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
prolem'.
Engineer has calculated impervious area to be 16%
X11. 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.
on site subsurface septic systems
XIM Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ?No
Page 6 of 7
Is this an after-the-fact permit application?
Yes ? No
YIV. 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):
n/a
i!
X0
Applicant/Agent's Signature D
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7
wt4:z
Wetland and Natural Resource t
Consultants, Inc.
Ecosystem enhancement Program
Attn: Mr. Jason Guidry
2728 Capital Blvd, Suite 1H 103
Raleigh NC 27604
February 15, 2005
Re: EEP Availability Request
Stonebridge Subdivision, Grace Development Corp., LLC
Yadkin River Basin, Mecklenburg County, North Carolina
Via: Facsimile [phone]
Mr. Guidry:
Wetland and Natural Resource Consultants, Inc. is requesting authorization for impacts to
jurisdictional Waters of the U.S. associated with the construction a residential subdivision in
Mecklenburg County. The applicant is seeking authorization to impact 250 linear feet of perennial
stream channels.
Please provide written confirmation that your program can accept up to 300 linear feet of stream
impacts in the Yadkin Basin 03040105 as we are not certain of the final mitigation requirements
that will be imposed by the NC Division of Water quality or the US Army Corps of Engineers.
Please call with questions or to discuss the project in further detail.
Sincerely,
4Z /
Tamp Bandy ?/
phovrc ' ? Zvi - 30 Z - -? q , r1
Copies
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Ms. Amanda Jones
151 Patton Ave, Rm. 208
Asheville, North Carolina 28801
NC Division of Water Quality
Wetlands Unit
Attn: Mr. Alan Johnson
610 East Center Avenue, Ste 301
Mooresville, North Carolina 28115
Newer Office
PO Box 224
Newton. NC 28658
828465-3035
828-465-3050 Fax
Cyde Qffim
wnrinc.com 217 Paragon Parkway, #142
Clyde. NC 28721
828.648-8801
1 828-648-3802 Fax
?IS A A C S
CIVIL ENGINEERING DESIGN ?t LAND SURVE(ING C
8720 RED OAK BOULEVARD. STE. 420
CHARLOTTE. N.C. 8217
PHONE [phone] FAX [phone]
To: Tamp Bandy - 'Wetland and Natural Resource Consultants
From: Anthony Brent Cowan - The Isaacs Group, P.C.
Date: February 08, 2005
Re: Stonebridge Subdivsion
Bartlett Road (S.R. 3109)
Mint Hill. North Carolina
Tamp,
The purpose of this letter is to request the issuance of Nationwide Permits for the construction
of the proposed Stonebridge Subdivision. This project is a single-family residential
subdivision located in ivlint Hill, Mecklenburg County between Bartlett Road (N.C.S.R. 3109)
and Brief Road (N.C.S.R. 3106). We contend that the current site plan has been designed to
minimize and avoid wetland impacts.
The impacts shown on the enclosed drawings are necessary for the construction of this
project. Section 7(f) of the Mint Hill Subdivision Ordinance requires the proposed
subdivision roads provide connectivity internally and to existing parcels and road on the
exterior property boundary. The proposed road crossing over the channel draining into the
proposed pond is necessary to connect the Bartlett Road side of the project to the Brief Road
side of the project. We have designed headwalls at this and other creek crossings that
minimize the associated creek impacts. The 78 inch culvert used in this crossing will be
installed below the existing creek bed elevation with baffles (per the attached detail) to allow
migration of aquatic life through the pipe.
Local codes governing connectivity and minimum road design criteria such as horizontal radii
did not allow the proposed road layout to avoid the creek crossing between lots 60 and 61.
However, our layout was successful in crossing the drainage feature above regulated wetlands
at lots 86 and 87.
Our impacts associated with Lot 15 are for the installation ofa driveway pipe to serve a house
that will be located North West of the small regulated channel. We have minimized impacts
in this location by placing the house pad away from the wetlands and providing a nominal
impact allowance that will accommodate a small driveway.
Lastly, the channel impacts associated with the dam are required to rehabilitate the dam as
required by the Dam Safety Division ofNCDENR. These dam improvements will include the
CADocuments and Setting\Tamp Bandy\Local Settings\Temporary [ntcmet Fi1es\Content.1E5\SD81EBKli\04135-
memo311 ].doe

clearing of vegetation off the back side of the dam and grading to flatten the slope. This slope
grading will result in a nominal amount of channel impacts. Attached with this memo is a
copy of the 08/07/2003 Notice of Inspection requiring these dam improvements.
The determination of the channel between lots 60 and 61 as perennial was unexpected and has
therefore forced this project into mitigation. This requirement is a heavy financial burden that
was not anticipated during the design and development of this project. Any redesign or lot
reduction at this point would make this project economically unfeasible due to the required
mitigation. Due to the reasons outlined above, we feel that our request for this permit
issuance is reasonable and justified. If you have any comments or questions about the
information stated above, please dive me a call at 704/227-9402 or email me at
bcowan«uisaacsi-,ro.com to discuss.
Thank you,
ca, ?-Cij 5 cz-??
Anthony B. Cowan, P.E.
Sr. Project Engineer
THE ISAAC S GROUP 97 0 RED OAK q VD ST 4`0 CHAR OTT N ')!3217 PHON • (704) '-?7-3440 FAX• [phone]
U.S. ARMY CORPS OF ENGINEERS p ???? l1
WILMINGTON DISTRICT l1 D
Action ID. 200530418 County: Mecklenburg, USGS Quad: iiidlan(FEB 1 8 200.5
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VE1=EL1) try
RIAMTER sRAI,'CH
Property Owner / Authorized Agent: Grace Development Corp. U.C. Attn:.ieff Cowan
Address: 8037 Fairview Road. Suite E
Charlotte. NC 28227
Telephone No.: 704-573-7101
Size and location of property (water body, road name/number, town, etc.): The site is located on the
south side of Bartlett Road, east of its intersection with NC Hwv 218. in dint Hill. Niecklenbur(,t
County. North Carolina.
Description of projects area and activity: This permit authorizes the installation of culverts and
placement of till associated with road crossings and lot fill for the development of Stone Bridge
Itesidential subdivision. Impacts to stream channels and wetlands authorized by this permit are
415 linear feet of stream channel (280 l.f. of intermittent and 135 I.f. of perennial channel) and 0.02
acre of wetlands. Special Conditions: 1) Permittee slrall cause to be recorded in the Register of
Deeds for Mecklenburg County a plat, showing the subdivision plan for the property, and a
survey of the boundary of the jurisdictional waters of the United States, as approved by the
Corps of Engineers, within thirty days of issuance of this permit, and prior to the sale of
any property within the subdivision. 2) Permittee shall locate all wetland boundaries and
identify them on site with the installation of temporary fencing (e.g., orange webbed tree-
protection fencing). Markings on the boundary fencing (or attached flags) shall identify
the demarcated area as a wetland. Demarcation of wetland areas shall be accomplished
prior to initiation of any impacts to jurisdictional areas (fill, mechanized landclearing,
culvert installation, etc.) authorized by this permit. The fencing shall remain in place
throughout the duration of all construction activities associated with the project. The
Corps of Engineers regulatory project manager shall be contacted at least two weeks prior
to removal of wetland boundary fencing.
Applicable Law: ? Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached Nationwide conditions and your submitted plans. Any violation of the attached conditions or deviation
from your submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate
legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation,
unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
-2-
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal ;Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approval s/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Amanda Jones at 828-271-7980 x231.
Corps Regulatory Official Amanda Jones Date: .Tanuarv 18, 2005
Expiration Date of Verification: January 18. 2007
Determination of Jurisdiction:
? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
? There arc Navigable Waters of the United States within the above described project area 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.
® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC $ 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
? The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued-. Action ID
Basis of Jurisdictional Determination: The site contains wetlands as determined by the USACE 1987 Wetland
Delineation Manual and is adjacent to stream channels located on the property. The stream channel on the property
is an unnamed tributary to Clear Creek which flows into the Yadkin River and ultimately flows to the Atlantic
Ocean through the Winyah Bay in South Carolina. The property also contains and open water pond that is adjacent
to stream channels on the property.
Corps Regulatory Official: -Amanda Jones
Date Tanuarv 18, 2005
Copy Furnished:
WNR, Attn: Tamp Bandy, P.O. Box 224, Newton, NC 28658
Pa.
LEGEND
FLOOD C
THIS IS
PLAT IS
AREA AS
EMERGEN
RATE MA
DATED F
IP(F) IRON PIN FOUND
R/W RIGHT-OF-WAY
PID PARCEL IDENTIFICATION NUMBER
PIN PARCEL TAX NUMBER
NOTES:
THIS IS NOT A BOUNDARY SURVEY, NO
RELIANCE MAY BE PLACED IN THIS MAP WITH
REGARDS TO THE PROPERTY LINES SHOWN
HEREON.
NO CCMPLETE TITLE SEARCH DONE BY OR
SUPPLIED TO THE ISAACS GROUP, PC.
SUBJECT TO ANY AND ALL RIGHTS OF WAY,
EASEMENTS, COVENANTS AND RESTRICTIONS,
APPURTENANCES CF RECORD, HOWEVER
RECORDED AND/CR IMPLIED.
AREAS CALCULATED BY CCCRDINATE
GECMETRY.
SUBJECT TAX PARCEL NUMBER: 139-032-25
PARCEL ZONED: R
THE INTENTION OF THIS MAP IS TO SHOW THE
WETLANDS LOCATIONS ONLY.
Corps. Action ID: S3a? (?
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS 1
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATICN OF SECTION 404
JURISDICTION MAY BE RELIED UPON AS ACCURATE FOR A PERIOD NOT TO
EXCEED I YEARS FROM THIS DAI . 1987 CORPS MANUAL WAS UTILIZED.
NAME- !G -- - ---------------
TITLE-- -- -- -- - - ---------
DATE----- - - --?--t-?1----------------
GRAPHIC SCALE
500 0 250 500 1000
1 INCH = 500 FEET
D
:CN
r 1J7-UJ4-dI I,ALVIN mit,riAHU l.Ul,nttANL AIVU MAnUAttLI L l,Ul.,7n-L LO U/rA UIy IJ UOO
G 139-032-22 EDNA L STARNES AND JERRY LEE NA 08943 496
H 139-032-25 MINT HILL LLC NA C8480 519
J 139-032-30 THOMAS A KERNS AND RUBY M KERNS PARCEL A M31-743 05026 563
K 139-032-31 KAREN BANKS DYER NA 16993 883

L
139-032-32
WILLIAM D NICHOLS AND DARLA M NICHOLS
L1 M35-459
12236
237 {?ETL?NI) EXHIBIT IAp
M 139-032-33 KAREN ANN'ETTE GRIFFIN AND MYRCN LEE PIGG JR BRIEF RD 05392 156
N 139-032-36 CHARLES A MCCRE AND SUSAN S MOORE NA 05466 569 BARTI
ETT ROAD SUBDIVISION
C 139-032-37 MYRON LEE ?R PIGG AND ANNETTE G PIGG NA 08092 638 ,
P 139-041-01 REVOCABLE LIVING TRUST SASSER AND (DANIEL 9 RUTH SASSER TSTS) L6 U/M 08941 545 ,
0 139-041-09 SARA HALL SHAW AND MRS RCBERT B BY ENT NA 03837 635 NECh7.ENBURG COUNTY, NORTH CAROLINA
R 139-041-10 EVELYN HALL WILKES NA 05632 895
S 139-041-24 EDNA W HALL NA 05997 106 PREPARED FOR: GRACE INOVATIONS
T 139-041-25 LISA HALL SMITH NA 05997 C88
.
Q
Fil
'
U 39-052-23 M DORIS HCKE L4 M21-643 05593 241 - e C4135-
Net.dwc Dale: 10/18/04 Protect P.L.S.: PLS
V
W 139-052-25
139-052-26 CLENCRCFT ASSOCIATES INC
CLENCRCFT ASSOCIATES INC L10 IA32-389
L9 1d32-389 10695
1C895 256
256 W O Surve ed 8
Y Y
1C
X
Y 139-052-27
139
052
28 CLENCRCFT ASSOCIATES INC
EN
R
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T L8 IA32-389
7 10895 256 H- O Drawn By. GRV
-
- SSOCIA
CL
C
C
ES INC M32-389
L 10895 256 CML ENGINEERING DESIGN AND LAND SURVEYING"
-
'
'
Z 139-052-29 CLENCRCFT ASSOCIATES INC L6 M39-643 10895 256 0 Scale: 1
=500
AA 139-052-31 DAVID M STOWE AND MONICA S ADAMIAN L4 M39-643 16376 275 8720 RED OAK BLVD
SUITE 420
BB 139-052-32 CECIL W KEYTON AND SANSAI KEYTCN L3 IA32-389 14889 143 .
CHARLOTTE, N.C. 28217 1 CF 14
PHO NE [phone] FAX [phone]
VICINITY MAP
NOT TO SCALE
r
LEGEND
IP(F) IRON PIN FOUND
R/W RIGHT-CF-WAY
PID PARCEL IDENTIFICATION NUMBER
PIN PARCEL TAX NUMBER
C
o'
DELINEATED
} WETLANDS AREA
504 SOFT.
} NAME-- k"t- ?- _
?/ 0.012 ACRES
----------------------
TITLE- _ __ _-- C CI??-?
}
CI_J
/ L2 , + DATE ----- 'I-_A??y-<,_'/,_,,?- I u
\ ?J
I L64 h
C166 .,. L165 ??`(a
[Row MIA
Q
Corps. Action ID: ;?C01;30 W<:y
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANCE 'N THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISD.ICTC` MEAY BE RELIED UPON AS ACCURATE FOR A PERIOD NOT TO
EXCEED F' YARS FROM THIS DATE. 1987 CORPS MANUAL WAS UTILIZED.
DELINEATED
TL 17DSOC TANNEL FEB 1 0 2005
0.000 ACRES (6
ry
?} y03F
lj6o} ?t,6
N_
/ 126.
r
IP(F)
1/2' PIPE
A?\
DELINEATED D:I,i?•ti",'ATERQUAUTY
CHANNEL 1:'cN!;DiRiflST00t";:ITERE2'd;CH
638 SO.FT.
0.015 ACRES
rn I
DELINEATED Ls!_.
C3RINIMM CHANNEL L}}''
4 I'
,354 SO.FT. `? .???q ?T ??_.
0.008 ACRES S;> ,L'J ~ `t24
(?5 Jti? 16
DELINEATED
50 ` (10 SONOMMIM CHANNEL vli
7224 SOFT. g
0.166 ACRES
11?6??? 19
4 143 S?a
CA
%
67
a
'
85
?F
+\? r/ WETLAND EXHIBIT MAP
?s BARTLETT ROAD SUBDIVISION
MECKLENBURG COUNTY, NORTH CAROLINA
PREPARED FOR: GRACE INOVATIONS

GRAPHIC SCALE
40 0 20 40 80
\+
1 INCH = 40 FEET
?Q File q: 04135-W,t.dwg Dote: 10/18/04 Project P.LS.: PLS
y
Jy
G)
Li1
© ACS A
IS Surveyed By TIG
, .L
O Drcwo By. GRV
CIVIL ENGINEERING DESIGN AND LAND SUM.YNG?-
U
ccole: 1'.40'
8720 RED OAK BLVD. SUITE 420
CHARLOTTE, N.C. 28217 2 CF 14
PHONE [phone] FAX [phone]

LEGEND
IP(F) IRON PIN FOUND
R/W RIGHT-CF-WAY
PID PARCEL IDENTIFICATION NUMBER
PIN PARCEL TAX NUMBER
/
,
/
V/

y?
VI
yti /
V?
yo '
DELINEATED
CERMIS CHANNEL '
7224 SQ.FT. ??' " -tee
0.166 ACRES ,6, } - - - -
?46
Lb2 .• / /
L;B
\ ltig'
L35_
' ` L122 L121 I
x,23
r
?I la
Jllr?
r
I
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= 10
IIJ
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CHANNEL
,,l0 718 SQ.FT.
Nl" 0.016 ACRES
1
II
n l IN
?I to
?I I
II
II
II
-I Ir
_I Ip
r.?l N
II
II
GRAPHIC SCALE
JI I J
40 0 20 40
a
uae 1 IN(H 4n FFFT
I DELINEATED
WETLANDS/PCND POND
259,475 SQ.FT.
5.957 ACRES -
L97
D ?v
?1 2005
FEg?B
1nv?
Corps. Action ID: 0 I
?0?•••S •C
85
_?r'R' ?o?-`? Ie La
80
"THIS CERTIFIES THAT THIS COPY CF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR
OUR PUBLISHED REGULATIONS. THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON AS A CURATE FCR A PERIOD NOT TO
EXCEED F t YEARS FROM THIS DATE. 1 87 CORPS MANUAL WAS UTILIZED.
NAME- - - ---'?-"`- - -----------------
TITLE--J' ! - -- --------- - -\-(.rY------
DATE---_ T?C4 ----------------
s
\ r
e - r
r
r
or
e
I
rr
r
r
r
,rr
r
,r
LEGEND
:P(F) IRCN PIN FOUND
R/'A RIGHT-CF-WAY
PID PARCEL IDENTIFICATICN NUMBER
PIN PARCEL TAX NUMBER
11D)m
FEB 1 a zoa5
D` ?.b5?d?Et"n P CH
POND
r - Corps. Action ID: L9-CO Dq Ir
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE
ye,' UNCERSIGNED ON THIS DATE. UNLESS THERE IS A CHANCE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON AS ACCURATE FOR A PERIOD NOT TO
EXCEED FIVE A S FROM THIS DATE. 1987 C RPS MANUAL WAS UTILIZED.
' NAME--- - -------- - - -------
i
f TITLE---- ???------
DATE ------ ?` - ---1 _5-----------
i
/
5h?
/
DELINEATED
WETLANDS/PGND
/ 1-_259.475 SQ.FT.
5.957 ACRES
Vh/
GRAPHIC SCALE
40 0 20 40 80
, I I
I INCH = 40 FEET
- r
r
r
r
r
r
r
rn"
r
r
1 ..
LEGEND
IRON PIN FOUND
R/W
R/W RIGHT-OF-WAY -
RID PARCEL ICENTIFICATION NUMBER f
PIN PARCEL TAX NUMBER
12"-15"-
ENV
INEXC
C
1
I
'
i
i
i
e,
f
r
r
POND
i
i
?.
CA
p?.? • S/
'• ?ti
r ` ?. Qua ti .
5
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y? SURV•'•??' ID ZQ
\ \ j " . a X495- /x,16
eg
\ ?/ \ ??e78 ?5a7, ' m
\ \ eq1 • `A19 m
q \ \ ` , , 0° ? ' 1.5•.9 ''
\ 1 A
i
/ \ \ ?.L487"8 La9G. ? , ; tsar ?: ?6
v mom' a L489 ," e3 DELINEATED
v v a ?/
\ \\ <es cia4 ?L'ye3~ `,az WETLANDS AREA
v v 402 SOFT.
\ \ 0.009 ACRES
'S \ \ \
\ ?B 1 p ?pp5
\ s9 F
\ \ \ Pub N
\ \ \ \ \ D?NR p?S10R? +`C
VISO,
\ \
\ \ 24-RCP INV=687.48'
DELINEATED V v 24"RCPNV=68748'
WETLANDS/POND
259,475 SQ.FT. V A
5.957 ACRES V A /
1 1
24-RCP INV=687.73' } II 11
24"RCP INV=687.63'r
7
? r
f I
Iry
l?
Corps: Action ID: 5
WETLAND EN
"THIS CERTIFIES THAT THIS COPY CF THIS PLAT ACCURATELY DEPICTS THE '
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ??? p?p PLL 11 11 p ????
ACT UNDER THE PRESENT LAW AND RECULATIONS AS CETERMINED BY THE - 1
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR
CUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 MECKLENBURG COUNT
JURISDICTIC MAY BE RELIED UPON AS ACCURATE FCR A PERIOD NOT TO - '
EXCEED F YEARS FROM THIS Dt?TE. 1987 CORPS MANUAL WAS UTILIZED. PREPARED FOR: GI
GRAPHIC SCALE NaME_? ----------------------- Tile p: 04135-Wt .d-, Dote: 10/11
LLJ
40 0 20 40 80 TIT[ E_- 1''' --U-/X-?? ------- I1J1a1?lil
DATE__?d4AILk VOL ENGINEERING DESIGN AND LAND SUR
-------------
1 INCH = 40 FEET 8720 RED OAK BLVD. S
CHARLOTTE, N.C. 28
PHONE [phone] FAX (i
/
i
PCND
i
r
rr
r
r?
r
r
r
r
r
DELINEATED
WETLANDS/PCND
259,475 SO.FT.
5.957 ACRES
-
L95 --- _ rib
1 ?
Corps. Action ID: 011
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE CA
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY HE " - e1 • °°•
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANCE IN THE LAW CR O;''•F SI
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF* SECTION 404 ?: L 9
JURISDICTION MAY BE RELIED UPON AS ACCURATE FOR A PERIOD NOT TO • Q <';
EXCEED YEARS FROM THIS TE. 1987 CORPS MANUAL WAS UTILIZED.
NAME 5 '
------------z r ----------------
TITLE--
.,
DATE 9?} URJ ,
o\\ to z Q
DELINEATED
GRAPHIC SCALE
40 0 20 40 BO ? CHANNEL
I I I 754 SOFT.
0.017 ACRES
1 INCH = 40 FEET
LEGEND
IP(F) RCN PIN FCUND
RAW RIGHT-CF-WAY
PiD PARCEL IDENTIFICATION NUMBER
PIN PARCEL TAX NUMBER
FEB 1 a 2005
.3 STr
?.

n
N
m
0
m
c
IYETLAND EXHIBIT 1IAP
BARTLETT ROAD SUBDIVISION
IIJ 1 L
;PIA LC?Ffi, d.C. 25:!1' 6 OF 14
Q7-'.1440 FAX [phone]
57ECKLEN?URG COUNTY, NORTH CAROLINA
PREPARED FOR: GRACE I9DVATIOYS
Fle 04C135-Weet.dwa Dale: ¦/1'0`/?16/Od Project P.LS.: 'LS
_ ? V ICJ ;Cl Surveyed By. TIG
O Drown By. CRV
CNIL ENGINEERING DESIGN AND LAND SURVEYING ,
am-
LEGEND
IP(F)
R/W
PID
PIN
IRON PIN FOUND
RIGHT-OF-WAY
PARCEL IDENTIFICATION NUMBER
PARCEL TAX NUMBER
Corps. Action ID: c?0t)S 3?3 `1l(s'
'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANCE IN THE LAW OR
OUR PUBLISHED REGULATIONS. THIS DETERMINATION OF SECTION 404
JURISDIC N MAY BE RELIED UPON S ACCURATE FOR A PERIOD NOT TO
EXCEED YEARS FRCS THIS OAT 1,9887 CORPS MANUAL WAS UTILIZED.
NAME-- ---- -----?/ -L' --(J-?- -- -----------
TITLE- 14--- -------------
DATE- - 1__lci_?11 -------------
GRAPHIC SCALE
40 0 20 40 80
? I I I I
Cs >• I_
1 INCH = 40 FEET
y
DELINEATED
200? CHANNEL
754 SQ.FT.
0.017 ACRES ,
>t?
?It
,t
tt
tt?
atto
m,l
1
II
I
II
I
II
ml??
J?II
III
I
I I
,I
'111
I
I I
I
I
I
II
mllu
II
II
I
II
I I
I
I I
II
II
III
II
11
III
II
I II
II
?I
I
I
II
?4

FEB 1 8 2005
DENR • WATER QUALITY
1,zuI?DS 1110 STO'-''1ATER ERPVCH
CA
; 9
85
?'•. u
I\
LEGEND
IP(F)
R/W
PID
PIN
I
DELINEATED
ONOMMIftCHANNEL
1837 SQ.FT.
\ 0.042 ACRES +
L213 L2J0 z
E2j2'?. JV
'vg5?1184
` ? X36
DELINEATED YYY . 9
Pwmm? CHANNEL
481 SQ.FT.
IRON PIN FOUND 0.011 ACRES •? 12?2J Lgya-
RIGHT ID WAY 5 - - - \
PARCEL L IDENTIFICATION NUMBER
a
PARCEL TAX NUMBER
Jl "?

o
\ 0 15? ?` r
`209 ? Sew ..
?103'?-`?9br``9 \ FEB 1 O ?OOJ
Ib? CI: t•`"L17ER?QUT1C "t cl1
Corps. Action ID: 2c S / Ell:!)31.1:0 01.
ti
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE ?v \
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANCE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
URISDIC MAY BE RELIED UPON AS ACCURATE FOR A PERIOD NOT TO a,
EXCEE FI YEARS FROM THIS DATE. 1907 CORPS MANUAL WAS UTILIZED. ° ; 51 \
NAME Il? - ------- f 1 v 556 \
vo7
TITLE- ------ o
DATE-- Q Y ?h[1
oti \
ti \
N
IP(F) rl
1/2" PIPE
IN STONE PILE
DELINEATED
WETLANDS CHANNEL
9564 SQ.FT.
0.220 ACRES L61J N.
X612... _ _ r (6j4
?6,,? ~ X67
I , ?2aY+12a0~EX39 ? ; ?
eo, . -jai c jJa `\
ql /?
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%
\ \ . S L
\ \ _ R.
GRAPHIC SCALE
40 0 20 40 \ 80 \
1 INCH = 40 FEET \
;e1
19ETLAND EXHIBIT AIAP

BARTLETT ROAD SUBDIVISION
MECKLE9?URG COUNTY. NORTH CAROLINA
PREPARED FOR: GRACE iN0VAT10NS
Q File p: 04135-Net.dwc Dale: 10/18/04 Project P.L.S.: PLS

ISAACS 00
Surveyed By. TIG
H- O
= Drcrrrr By GR
V
CIVIL ENGINEERING DESIGN AND LAND SURVEYING'
Scc!e:
1'=40'
8720 RED OAK BLVD. SUITE 420
E. N 1
-? .40
8 OF 14
IP(F)
1/2" PIPE
LEGEND IN STONE PILE
IP(F) IRON PIN FOUND DELINEATED
R/W RIGHT-OF-WAY ? CHANNEL
PID PARCEL IDENTIFICATION NUMBER 9564 SQ.FT.
PIN PARCEL TAX NUMBER N
0.220 ACRES L612 L613 y l61
q
6,141
4 L557 L%8 ?2a1 L2g0 L1J9 ti. `.S
____ _1559 ?o, d2 (?4
L428 ~ L427- ? - 7
.. 1478
1425 ? ? SBI ? ' f y J? ? N
(q?J `"\(9E yo0i ?
t .1 by
l°?1??`Gp DELINEATED
CHANNEL
i ors 9564 SQ.FT.
0.220 ACRES ?" f'w 81 a 2p?5
'(v\ ,ls?s boy ry W??ujvivN
y` 0J n 12
hr? ? N
Ill 1 <f N ipul lP
? \OS i? ? m h
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06 ly ?,v ?,5- 1601 L602 L603,' !
A(S70 ?? -_ I
Lg03??? 1q' '•.LS)?( 58?,:58? ?r? ST L256 L255 Im /`/(?Y ???•? M
(q01 L40 1S Cqi ,\ `s2 t560.r lS9J n' 'v I '? V L?J V
l K, 19 s" `3 ? f !? h D
lq0 ?g L410- _ L411 X57 -_ L57? r }9} m} }° ?? {
9
4 FEB 18 2005
0 \ ?- x}99 ; 1.19g` ? C}95? L? ?i i n u°?q • f J ?tiy?v o
DELINEATED ~L3G7~L396
L y9? l DELINEATED
CHANNEL ss Sae ?s CHANNEL DENR-WATER QUA M
523 SQ.FT. L590 1,591?592'? rya 164 SQ.FT. 1',=111. DS h'DST02',°,'„ITEIiE2t!CH
0.012 ACRES aq =/
L38J L-6-7- -C266 + 265 0,004 ACRES
ql
Corps. Action ID: 5?005300 le DELINEATED
UNMOOM CHANNEL
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE tt? 132 SQ.FT, CA
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER G" 0.003 ACRES
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE Sliio O •ES •?
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR L271 -
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 6s ?:,QQ (19
JURISDICTION MAY BE RELIED UPON AS ACCURATE FOR A PERIOD NOT TO a'
EXCEED FIV EARS FROM THIS DATE. 1987 CORPS MANUAL WAS UTILIZED. 0
s - 985
NAME-- - - V-? ---------A -l•
^ ?n ^y' TITLE-- --- 1 ------ v '' • /!?
-- - I
?- ------------ P Ru v01 Ic LR
DATE--- - t
? I
DELINEATED
WETLAND EXHIBIT MAP
WETLANDS AREA
's 4945 SO FT

In
O
N
O
m
O
r*i
a
r 0.114 ACRES BARTLETT ROAD SUBDIVISION
a rv MECKLENBURG COUNTY. NORTH CAROLINA
GRAPHIC SCALE
40 0 20 40 80
1 INCH = 40 FEET
----------------- -
}j2 f?
r' i1h
IN
yo 52 r
n
I. h ?I ?N,1
)" ?l PREPARED FOR: GRACE INOVATIONS
10 File #: - 04135-Wet.dwa Date: 10/18/04 Project P.L.S.: PLS
W T C7 Surveyed By TIG
I=- I S A A C S O Drawn By GRV
CNIL ENGINEERING DESIGN AND LAND SURVEYING Scale: 1•=40'
8720 RED OAK BLVD. SUITE 420
CHARLOTTE, N.C. 28217 9 OF 14
PHONE [phone] FAX [phone]
LEGEND
IP(F) IRCN PIN FOUND
R/W RIGHT-OF-WAY
RID PARCEL IDENTIFICATION NUMBER
PIN PARCEL TAX NUMBER
Corps. Action ID: (-40C45,3041
'THIS CERTIFIES THAT THIS CCPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY CF THE JURISDICTICN CF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANCE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DEIERMINATICN OF SECTION 404
JURISDIC N MAY BE RELIED UPON AS ACCURATE FOR A PERIOD NOT TO
EXCEED
tP? YEARS FROM THIS ATE.Ifr119877 CORPS MANUAL WAS UTILIZED.
1_
DA
GRAPHIC SCALE
40 0 20 40 80
I I I I

Q J\
,ry J\ `2?6
lb
a

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?+
N
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JI IJ
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+ +m
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DELINEATED
WETLANDS AREA
DELINEATED 80 SO.FT.
CHANNEL 0.002 ACRES
1185 SC.FT.
0.027 ACRES
+ i0

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FEB 18 2005
° 9Sh D ' ©'? a?Z
t ?? r
4
1 INCH = 40 FEET
(fi76
L62-0
LEGEND
!P(F) IRON P!N FOUND
RAW RIGHT-OF-WAY
PID PARCEL IDENTIFICATION NUMBER
P!N PARCEL TAX NUMBER
S 537 L53
DSB (nS4F ??r 'L4a0 C59 L540 LS_41_ L542
F (IN ?? o ? ?? •-1
Fj 'a 'P6 • - S9
L445 La44 1443. ? J
5?j i Ph (p4 `L
L f v 2` y ? ($q
L51 L53
DELINEATED -5 ;Sii
WETLANDS AREA ?1 ?? ?0 ,` La53 ds,
798 SOFT. ?} h 5,?5?1s=6--?SZ7 Lsza
0.018 ACRES /--?'• - `e55 °0
yl ICJ ?hti' ?. ' L45'9 ? ? ? ? . (fo
0 f ?L457?
1 yti' / yb? LO23
h" DELINEATED ?.
1 0
?111111113 CHANNEL Js? ?
a I V 9564 SQ.FT. s
L5? 0.220 ACRES p
01 ?00i } >, ? .;? L554 t L555
°I ?`• ??s ?(?S?l'S1 L552 •L55?" - _ L556 L557
- L4:1
j 1434 L<}3
a, r ? V
o? i^
FEB 18 2005
NI 1 ?
OI ??
DEN'R • WATER QUALITY
OI N
a ',cTU:USryf111TER 6rZA?
Corps. Action ID: ?C653bgI? NO STO?
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
° BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ,•CA?
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS HERE IS A CHANCE IN THE LAW OR ••S/?
°yb r ,,°T5 0 Ssp OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 ?' •,••, ? • '.
r S• Jy 'URISDICTIC?MAY BE RELIED UPON AS A CURATEPS FOR A PERIOD NOT TO
0,9g-- EXCEED vE?YEARS FROM IS D 1 87 CORMANUAL WAS UTILIZED.
i
La94 CiL NAME_ I
8
s9 •;d ?y19 %, `e-e Lg45, ?J Im TITLE- L alu_._dl ------------
r O
9. 1 ?0 w 6°ti1 ' 'l' 6}9 ?? DATE_ V 1Lff.L 5----------------- 9,r}' •''U ..'••`?.??`C; /?
11 0 1.q
L487 L4 490, / Lsa Y ?6
-fig L409
DELINEATED
L485 L44 -C46-3- 1-401 'NETLANDS AREA
402 SQ.FT.
O.CO9 ACRES

GRAPHIC SCALE
40 0 i0 40 80
I
1 INCH = 40 FEET
Corps. Action ID: 2-COS 3041
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE :N THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
URISDIC? N MAY BE RELIED UPON AS ACCURATE FOR A PERIOD NOT TO
EXCEED IV YEAR ,S'FFR,O/I,THIS DATE 1987 CORPS MANUAL WAS UTILIZED,
NAME_ n"'?`-`?--Q- -----/---------------
TITLE___?_k - - - -
DATE__SJ E ---------------------
a
` 6J
J ? ?b
DELINEATED
COMIM CHANNEL
sv s?
799 SO.FT.
0.018 ACRES
???? 6JJ
(BZJ? \
6,35
` `C62
LEGEND V?6?6
IP(F) IRON PIN FOUND C620
R/W RIGHT-OF-WAY
PID PARCEL IDENTIFICATION NUMBER
PIN PARCEL TAX NUMBER
cy)
IP(F)
b5 REBAR
ry v
N

GRAPHIC SCALE
40 0 20 40 80
1 INCH = 40 FEET
DELINEATED
WETLANDS AREA ?I
798 SOFT.
0.018 ACRES
I )
h 1.!
525 FL525?C52TL528 52
L459
'_L457_ V
! ?ati
N 89'39' 18"W
1469.37'

1YETLAND EXHIBIT MAP
BARTLETT ROAD SUBDIVISION

MECKLENBURG COUNTY, NORTH CAROLINA
? PREPARED FOR: GRACE INOVATIONS
Q File 04135-Weidwc Me: 10/18/04 Project P.LS.: PLS
?
= 11 S ACS Surveyed By. PC
F- O Orcwn BY GRV
CIVIL ENGINEERING DESIGN AND LAND SURVEYING C
'
'
'
D Sccle: =40
1
8720 RED OAK BLVD. SUITE 420
CHARLOTTE, N.C. 28217 12 OF 14
PHONE [phone] FAX [phone]
LINE TABLE
LINE BEARING DISTANCE
L1 S 76'43'54" E 7.96'
L2 N 77'47'24" E 19.30'
L3 S 49'06'54' E 27.43'
L4 S 54'28'34" E 24.43-
L5 S 53'20'43" E 23.30'
L6 S 45'48'41" E 21.80'
L7 S '8'31'24" E 11.03'
LB S 34'32'20" E 8.55'
L9 S 09'19'13" 'N I 24.57'
L10 S 53'22'38" E 1 2.88'
Lll S fi9 9'
'155" E
3.73'
L12 S 16'30'17 E 8.85'
L13 S 79'53'48" E 8.71'
L14 S 72'45'40" E 10.40'
L15 S 64'31'13" E 6.95'
L16 S 49'03'57" E 9.35'
L17 S 55'5T14" E 7.56'
L13 S 55'55'45" E 4.48'
L19 S 66'07'42" E 4.79'
L20 S 65'30'19" E 3121'
L21 S 70'57'23" E 27
L22 S 68'43'13" E 29.70
L23 S 68'46'45" E 16.49'
L24 S 7.}•31'54" E 16.03'
L25 S 54'53'16" E 17.15'
L26 S 69'12'11" W 29.02'
L21 S 69'41'05 W 36.10'
L28 S 66'41'36" W 30.59'
L29 S 70'27'22" W 33.68'
L30 S 68'55'58" W 60.97'
L31 S 59'54'27" W 17.81'
L32 S 62'28'00" W 17.97'
L33 S 77'59'41" W 17.65'
L34 S 79'50'59" W 17.46'
L35 S 83'58'59" W 15.44'
L36 S 83'34'46" W 13.12'
L37 S 53'40'12" W 18.00'
L38 S 66'27'38" W 16.99'
L39 S 63'15'26" W 14.95'
L40 S 59'21'11" W 13.86'
L41 S 73'36'46" W 15.57'
L42 S 76'23'15" W 12.05'
L43 S 75'21'03" W 11.49'
L44 S 78'01'19" W 17.66'
L45 S 59'15'09" W 10.97'
L46 S 60'02'46" W 13.78'
L47 S 51'42'05" W 14.66'
L48 S 49'23'28" W 11.07'
L49 S 43'41'44' W 14.99'
L50 S 49'00'36" W 12.43'
L51 S 42'48'23" W I 10.43'
L52 S 43'02'23" W 9.90'
L53 S 51'26'30" W 9.74'
L54 N 42'21'37" E 65.37'
L55 N 44'19'21" E 79.80'
L56 N "9'18'41" E 79.82'
L57 N 60'16'29" E 119.50'
L58 N 63'07'48" E 54.59'
L59 N 25'53'36" E 52.95
'

L60
N 15'58'27" E '
89.37
L61 N 34'08'13" E 86.29'
L62 N 47'31'31" E 100.12'
L63 N 54'04'05" E 96.92'
L64 N 52'49'27" E 19.54'
L65 S 79'49'44" E 20.31'
L56 S 59'06'01" E 21.82'
L67 S 50'20'15" E 102.58'
L68 S 50'22'51" E
11 7.70'
L69 S 42'09'40" E 43.71'
L70 S 17'41'26" E 26.44'
L71 S 20'28'05" W 38.18'
L72 S 21'29'14" W 62.02'
L73 S 39'48'23" W 85.47'
L74 S 52'38'57" W 124.87'
L75 S 18'52'24" W 119.10'
L76 S 24'18'20" W 84.63'
L77 N 36'04'24" E 23.25'
L78 N 23'53'33" W 96.56'
L79 N 25'04'16" W 14.60'
L80 N 18'42'26" W 37.63'
LINE TABLE
LINE BEARING DISTANCE
L31 N 01'43'11" E 54.40'
L82 N 06'13'30" W 102.31
L83 N 04'02'33" W 72.09'
L84 N 85'57'27' E 2.00'
L85 N 04'02'33" W 72,05'
L86 N 06'13'30" W 102.41'
L37 N 01'43'11" E 54.18'
1-88 N 18'42'26" W 37.16'
L89 N 25'04'16" w 14.51'
L90 N 23'53'33" W 1 96.03'
L91 S 85'51'06" W 20.29'
L12 N 53'48'05" W 50.10'
L93 N 36'45'51" W 35.23'
L94 S 88'48'17" W 74.00'
L95 N 84'16'53" W 109.76'
L96 S 85'30'36" W 108.97'
L97 S 81'57'35" w 114.12'
L98 S 74'44'46" '.v 94.51'
L99 N 46'51'21" E 78.15'
L100 N 36'CO'3B" E 9.50'
L101 N 16'27'57" E 28.54'
L102 N C6'15'22' E 25 85'
L103 N 17'45'29" '.v 25.71'
LIC4 N 23'54'26" 'N 22.38'
L105 N 10'08'16" E 30.15'
LIC6 N 03'52'53" w 3781'
L107 N 09'30'02" E 19.29'
L108 N 19'31'18" W 13.76'
L109 S 89'44'29" E 12.01'
L110 N 18'23'16" E 14.13'
L111 N 09'30'02" E 18.94'
L112 N 03'52'53" w 37.83'
L113 N 10'08'16 E 29.60'
L114 N 23'54'26" W 21.65'
L115 N 15'33'16" W 26.30'
L116 N 06'15'22" E 26.29'
L117 N 00'51'53" E 30.46'
L118 N 74'23'17" w 56.67'
L119 S 66'27'38" W 16.48'
LI 20 S 53'40'12" w 18.93'
L121 S 83'34'46" W 1474'
L122 S 83'58'59" W 15.24'
Ll23 S 79'5 '59" W + 17.15'
L124 S 77'59'41" W 16.74'
L125 S 62'28'00" W 17,02'
L126 S 59'54'27" W 18.15'
L127 S 68'55'58" w 61.52'
L128 S 70'27'22" W 33.56'
L129 S 66'41'36" W 30.55'
69'41'05" W 36.37
9 S 69'12'03" W 29.27'
32 S 77'11'40" W 14.63'
L133 S 68'21'13" W 80.85'
-134 S 71'13'10" W 13.88'
L135 S 68'40'40" W 78.43'
L136 S 61'26'29" W 51.25'
L137 , N 43'25'42" W 6.21'
1-138 S 61'26'29" W 53.23'
L139 S 68'40'40" W 78.95'
L140 S 71'13'10" W 13.87'
L141 S 68'21'13" 'N 80.88'
L142 S 77'00'15" w 11.14'
L143 S 54'34'48" F 14.73'
L144 1 S 7331'54" E 16.12'
L145 S 68'46'45" E 16.57'
L146 S 68'43'13" E 29.66'
L147 S 70'5723" E 27.91'
L148 S 65'30'19" E 31.30'
L149 S 66'07'42" E 4.96'
-150 S 55'55'45" E 4.66'
-151 S 55'57'14" E 7.68'
L152 S 49'03'57" E 9.20'
L153 S 64'31'13" E 6.53'
L154 S 72'45'40" E 10.14'
L155 S 79'53'48" E 8.64'
L156 S 76'30'17" E 9.04'
L157 S 69'19'55" E 4.14-
L158 S 53'22'38" E 4.38'
L159 S 09'19'13" 'N 24.99'
L160 S 34'32'20" E 7.67'
LINE TABLE
LINE BEARING DISTANCE
L161 S 38'31'24" E 10.83'
L162 S 45'48'41" E 21,54'
L163 S 53'20'43" E 23.14'
L164 S 54'55'06 E 23.05'
L165 S 78'49'30" w 14.22'
L166 N 65'58'15" W 16.59'
L167 N 45'29'23" 'N 14.90'
1-168 S 76'43'54" E 8.68'
L169 N 28'07'19" E 2.07'
L170 1 N 22'53'31" E iCO'
L171 S 73'57'18" E 29.36'
L172 1 S 38'15'25" E 19.63'
L173 S 18'18'31" E 11.65'
L17a S 71'41'29" W 4.00'
L175 S 18'18'31" E 10.63'
L176 S 57'17'29" E 16.87'
L177 S 59'49'24" E 27.60'
L178 S 56'54'51' W 6.78'
L179 S 60'49'28" E 14.44'
L180 S 55'04'50" E 16.08'
L181 S 59'04'25" E 16.62'
L182 I S 54'14'27" E 17.35'
L183 S 62'20'45" E 2.42'
L184 S 92 54'22" E 11.74'
L185 N 68'41'02" E 10.14'
L186 N 51'13'20" E 1426'
L187 N 36'47'37" E 11.78'
L188 N 14'17'19" E 7.29'
L189 N 19'51'00" W 7.92'
L190 N 25'03'36" W 13.20'
L191
L N 00'45'32" E 11.07'
L192 N 27'29'03" E 9.26'
L193 N 62'03'37" E 70'
194 N 63.42'37" E 16.11'
L195 N 51'26'05" E 11.91'
L196 N .34'20'43" E 13.06'
1-197 N 20'34'47" E 13.29'
L198 N 23'03'48" E 14.00'
L199 N 30'12'30" E 16.35'
L200 N 33'42'45" E 20.69'
L201 S 56'54'51" W 19,98'
L202 N 39'02'58" E 20.13'
L203 N 33'42'45" E 18.83'
L204 N 30'12'30" E 15.79'
L205 N 23'03'48" E 13.49'
L206 N 20'34'47" E 13.88'
L207 N 34'20'43" E 14.68'
L208 N 51'26'05" E 1346'
L209 N 63'42'37" E 16.66'
L210 N 62'03'37" E 9.74'
L211 N 27'29'03" E 5.97'
L212 N 00'45'32" E 8.26'
L213 N 25'03'36" W 6.05'
L214 N 86'24'59" E 33.11'
L215 S 74'40'43" E 49.55'
L216 S 57'18'09" E 56.80'
L217 S 69'31'24" E 38.72'
L218 S 89'09'44" E 1 33.48'
L219 N 00'50'16" E 2.00'
L220 S 89'09'44" E 33.82'
221 S 69'31'24 E 39.28'
L222 S 57'18'09" E 56.71'
L223 I S 74'-' 0'43" E 48.86'
L224 N 79'41'01" E 30.83'
L225 I N 19'51'00" W 10.03'
L226 N '14'17'19" E 10.33'
L227 I N 36'47'37" E 13.73'
L228 N 51'13'20" E 15.94'
L229 N 68'41'02" E 12.58'
1-230 S 82'54'22" E 14.35'
L231 S 62'20'45" E 13.93'
L232 S 54'14'27" E 17.52'
L233 S 59'04'25" E 16.58'
L234 S 55'04'50" E 15.98'
L235 S 60'49'28" E 17.29'
L236 S 02'06'19" E 7.21'
L237 S 58'24'33" E 17.39'
L238 S 56'25'47" E 12.49'
L239 S 73'15'43" E 12.35'
L240 S 87'36'03" E 11.56'
LINE TABLE
LINE BEARING DISTANCE
1-241 1 N 76'42'43" E 11.54'
L242 N 69'28'33" E 22.05'
L243 N 39'20'57" E 11.88'
L244 I N 25'38'41" E 1 13.62'
L245 N 3519'42" E 16.12'
L246 N 27'24'54" E 20.CO'
L247 N 32'02'54" E I 29.37'
L248 N 30'16'47" E 30.41'
1-249 S 16'14'43" W 32.70'
LZ50 N 38.58'41" E 23.26'
L251 N 49.47'25" W 3.00'
L252 N 41'26'19" E 23.26'
L253 N 07'08'13" E 22.04'
L254 N 80'29'39" E 9.50'
L255 S 89'27'21" E 13.97'
L256 S 80'51'14" E 15 60'
L257 S 76'13'35" E 9.37'
-258 1 N 87'13'04" E 6.72'
L259 N 61'12'57" E 6.01'
L260 N 30'13'29" E 8.52'
L261 I N 21'14'29" E 9.90'
L262 N 17'15'35" E 14.51'
L263 N 25'57'CB" E 1 12.40'
-264 1 N 48" 5'27" E 1 13.13'
L265 N 74'20'20" E 11.80'
L266 N 80'39'52" E 12.22'
L261 S 87'40'37" E 17.31'
L268 S 02'1722. W 11.01'
269 S 02'17'03" E 16.98'
L270 S 04'C6'04" E 15.96'
1271 N 85'52'17" E 24.22'
L272 S 08'39'34" E 1 44.63'
L273 S 05'48'55" w 33.70-
L274 S 15'14'16 W 25.07'
L275 S 53'19'21 ' 27.00'
276 S 60'26'52" W 48.86'
L277 N 17'34'51" W 24.43'
L278 S 35'54'09" W 10.10'
L279 S 18'41'48" W 9.71'
L280 S 32'01'31" W 11.85'
L281 S 34'30'19" W 10.98'
L282 S 07'46'32" W 12.44'
L283 S 08'27'54" E 12.49'
L284 S 21'CO'42" E 8.8B'
L255 S 09'21'30" E 7.97'
L286 S 07-C8'03" W 6.86'
L287 S 34'49'01' W 8.47'
L288 S 66'46'11" W B.64'
L289 S 59'31'10" W 7.07'
L290 S 21'21'40" W 6.20'
L291 S 44'32'13" W 8.23'
L292 S 04'48'52' E 12.89'
L293 S 30'29'23" w 8.81'
L294 N 28'00'15" W 7.43'
L295 N 26'22'33" E 15.49'
L296 S 77'44'48" W 4.12'
L297 S 41'57'01 W 5.85'
L298 S 22'53'37" W 8.31'
L299 S 34'50'31 W 10.16'
L300 S 61'54'()0" W 9.87'
1-301 S 53'10'24 W 9.02'
L302 S 48'24'00" W 9.06'
L303 S 19'C8'12" W 6.10'
L304 S 01'29'36" E 8.01'
1305 S 04'10'52" W 10.87'
L306 S 22'12'15" W 7.87'
L307 S 04'13'57" W 9.47
L308 S 07'21'09" E 9.56'
1-309 S 10'52'42" W 8.87'
L310 S 2320'27" W 8.50'
L311 S 01'51'01" W 8.38'
L312 S 03'46'07" W 9.12'
L313 S 32'12'30" W 8.97'
L314 S 61'28'18" W 8.08'
L315 S 75'15'06" W 6.37'
L316 S 49'30'45" W 7.39'
L317 S 31'26'43" w 8.24'
L318 S 49'14 59" W 13.10'
L319 S 65'50'12" '.V 9.07'
L320 S 57'58'51" W 13.35'
LINE TABLE I
LINE BEARING DISTANCE
L321 S 44'57'27" W 11.06'
L322 S 28'53'32" W 9.14'
L323 S 30'55'57" W 1 996'
L324 S 45'48'25" W 10.74'
L325 S 12'39'58" tU 5.14'
L326 S 85'39'CO" '.U 3.16'
L327 S 12'39'58" 'N 6.92'
L328? S 45'48'25" W 11.24'
1-329 S 30'55'57" w 9.51'
L330 S 29'53'32" W 9.51'
L331 S aa'ST27" 'N 11 82'
L332 S 5758'51" W 13.90'
L333 S 65'50'12" 'N 8.84'
L334 S 49'14'59" w 12.19'
L335 S 31'26'43" w 8.25'
1-336 1 S 49'30'45" W 8.55'
L337 S 75'15'06" ' 6.70'
L338 S 51'28'18" W 6.93'
1-3'9 S 22'12'30" 'N 7.42'
L340 I S 03'46'07" W 8.31'
L341 S 01'51'01" W 8.90'
L342 S 23'20'27" 'N 8.74'
L343 S 10'52'42" 'N 8 06'
L344 S 07'21'09" E 9.38'
L345 S 04'13'57" 'N I 10. 5'
L346 S 22'12'15" W 7 87'
L347 S 04.10'52" 'N 0 25'
L348 S 01'29'36" E 8.41
L349 S 19'08'12" W 7.43'
L350 S 48'24'00" W 9.97'
L351 S 53'10'24" 'N 9.54'
L352 S 67'54'00" W 9.37'
L353 S 34'50'31 W 8.96'
L354 S 22'53'37" 11' 8.50'
L355 S 41'57'01 W 7.28'
1-356 S 75'59'45" W 4.79'
1-357 S 42'48'44" w 6.16'
L358 S 21'21'40" W 6.66'
L359 S 59'31'10" W 8.30'
L360 S 66'46'11" W 7.97'
-361 S 34'49'01" 'N 6.87'
L362 S 07'08'03" W 5.69'
L363 S 09'21'30" E 7.23'
L364 S 21'00'42" E 8.90'
L365 S 08'27'54" E 13.25'
1-366 S 07'46'32' W 13.58'
L367 S 34'30'19" W 11.63'
1-368 S 32'01'31" W 11.44'
-369 S 18'41'48" W 9.81'
L370 S 35'54'09" W 11.27'
L371 S 62'39'47" W 10.87'
L372 S 69'44'22" W 12.64'
L373 S 72'43'01" W 13.55'
L374 N 60'23'57" E 33.44'
L375 N 39'20'04" W 45.56'
L376 N 11'24'50" W 33.87'
L377 S 55'11'40" E 8 88'
L378 N 25'22'25" E I 12.04'
L379 I S 03'42'35" 'N 16.26'

L380
S 04'06'04" E ---
15.81'
L381 S 02'17'03" E 17.14'
L382 S 02'17'22- 'N 11.24'
L383 S 83'03'18" E 12.74'
L384 S 65'24'00 " c 20.67'
-385 S 42'14'13 E 9.09'
1-386 S 05'02'33" E 7.27'
L287 S 01'59'24" W 8.50'
L38B S 03'40'30" E 6.17'
L389 S 47'42'36" E 1 5.76'
L390 S 84'55'40" E 3.45'
L391 N 69'32'32" E 7.49'
-392 N 66'15'36' E 8.84-
L393 N 69'29'30" E 16.21'
L394 N 74.41'03" E 13.83'
L395 N 74'56'22" E 13.40'
L396 N 84 6'22' E 1.42'
1197 S 85'44'56" E 11.28'
L398 N 76'49'24" W 21.29'
L399 N 80'23'45" E 20.39'
L400 S 54'47'36" E 23.53'
gos@pnwsD
FEg 18 2005
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LINE TABLE
LINE BEARING DISTANCE
L401 S 71'05'52" E 20.07'
L402 S 67'12'58" E 17.59'
L403 S 6613'26" E 10.59'
L404 S 10'54'39" E 26.06'
L405 S 35'43'01" E 18.61'
L4C6 S 50'51'26 E 15.62'
L407 S 40'56'41 E 12.99'
L40B S 71'05'52" E 20.35'
L409 S 54'47'36" E 23.00'
L410 N 80'23'45" E 19.56'
1-411 N 85'02'56" E 14.25'
1-412 S 2]10'52' E 6.86'
1-413 S x0'36'44" E 9.21
1-414 S 69'46'4fl" E 8.64
1-415 S 65'49'40" E 10.76'
L416 S 38'34'16" E 1x.92'
417 S 28'45'05" E 5,17
1 418 S 25'13'38" E 12.85
1 419 S 33'13'08" E 21.20'
1-420 S 29'37'40" E 15.18'
L421 S 38'03'45" E 14.14'
L422 S 52'03'23" E 12.01'
L423 S 57'09'34" E 18.06'
1-424 S 65'53'01" E 17 66'
425 S 71"22'45" E 18.07'
L426 S 77'2553" E 19.52'
1427 S 88'27'31" E 18.51'
1-428 S 88'x9'34" E 17.45'
L429 S 72'33'17" E 12.43'
L430 S 86'05'38" E 14.70
L431 N 81'35'40" E 14.30
L432 N 72'51'14" E 12.04'
L433 N 81'46'24" E 10.81'
La34 S 85'12'08" E 10.74'
1-435 S 59'34'39" E 12.40'
L436 S 37'20'06" E 14,71'
1437 S 31'25'59" E 13.98'
1-438 S 45'45'05" E 24.77'
1-439 S 51'01'47" E 9.36'
L440 S 56'09'58" E 27.12'
L441 S 57'_40'17" E 21.09'
442 S 55'56'44" E 18.24'
L443 S 76'57'50" F 6.26'
L444 S 88'51'28" E 13.44
1-445 S 86'39'35" E 13.71
1446 S 66'13'58" E 14 34'
L447 S 71'42'07" E 14.87'
L448 N 80'59'03" E 0.42'
L449 N 62'01'34" E 8.91'
L450 N 23'31'10" E 8.90'
L451 N 3498'41" E 11.20'
L452 N 62'05'28" E 16.38'
L453 N 73'02'19" E 15.75'
L454 N 65'13'50' E 14.31'
1-455 N 64'09'53" E 14.46'
L456 N 71'41'54" E 13.94'
L457 S 87'34'09 E 1112'
L458 S 72'21'21" E 10.83'
L459 S 87'52'25" E 11.10'
L460 I N 63'53'17" E 7.88'
L461 N 4893'47" E 11.90'
L462 I N 37'40'31" E 10.83'
L463 N 25'33'x0" E 10 SB'
L464 N 03'51'29" W I 9.24'
L465 N 18'40'27" W 10.09'
L466 N 03'15'x4" W 10.83'
L467 N 1491'52" F 10.77'
L468 N 33'35'40" E 13.02'
L469 N 22'43'03" E 11.71'
L470 N 07'16'49" E 9.59'
L471 N 05'53'52" W 9.34'
L472 N 10'36'49" W 12.65'
L473 N 15'14'31" E 10.56'
L474 N 43'54'09" E 12.83'
L475 N 60'20'36" E 22.93'
L476 N 51'58'27' E 18.60'
N 80'29'37" E 38.96'
E N 74'19'29" E 12.65'
N 59'20'16" E 6.50'
N 58'23'20" E 18.14'
LINE TABLE
LINE BEARING DISTANCE
L481 N 61'38'19" E 15.41'
L482 N 69'09'19" E 15.36'
L483 N 89'57'07" E 12.88'
L484 S 75'42'38" E 13.22'
L485 S 86'14'28" E 10.63'
L486 I N 03'45'32" E 6.00'
L487 S 86'14'28" E 11.18'
L488 S 75'42'38" E 13.02'
L489 N 89'57'07" E 11.03'
L490 N 69'09'19" E 13.87'
1-491 N 61'38'19" E 14.84'
L492 N 58'23'20" E 18.01'
L493 N 59'20'16" E 17.34'
L494 N 74'19'29" E 13.76'
L495 N 80'29'37" E 37.76'
L496 N 51'58'27" E 17.51
L497 N 60'20'36" E 22.51
L498 N 43'54'09" E 10.43
L499 N 15'14'31" E 7.65'
L5CD N 10''6'49" w 11.52'
L501 -N05-53'52- 'N 10.28'
L502 N 07'16'49" E 10'
L503 N 22'43'03" E 13.10'
L504 N 33'35'40" E 12.57'
-505 N "4.11'52 E 3.33'
L506 N 03'15'44" W 9.10'
L507 N C8'2a'S7" 'N 9 66'
1-508 S 25'11'39" E a 14
L509 S 58'40'35" W 24 79'
510 N 13'06'35" '.v 12.12'
L511 N 10'19'00" W 294'
L512 N 32'23'48" E 3.03'
L513 N 11'35'33" F 25,71-
L5`14 N 0413'17" E 09H'
L515 S 83'39'29" E 9.15'
L516 S 22'33'40" 'N 19.19'
L517 S 39'54'37" E 13.57'
L518 S 29'15'59" W 13.89'
L519 S 1 ]11'47" 'N fi P.6'
L520 N 78'31'24" E 12.89'
L521 N 05'18'01" W 7.56'
L522 N 25'33'40" E 12.80'
L523 N 37'40'.71" E 12.02'
1-52a I N 48'13'47" E 3.28'
L525 N 63'53'17° E 10,22'
L526 S 87'52'25" E 13,43'
L527 S 72'21'21" E 10.85'
L528 S 87'34'09" E 11.22'
L529 N 71'41'54" E 2.45'
L530 N 64"09'53" E 14.12'
L531 N 65'13'50" E 14,78'
1-532 N 73'02'19' E 15.58'
1-533 N 62'05'28" E 14,32-
3 54 N 34'18'41" E 9.15'
L535 N 23'31'10" E 10,43'
L5 6 N 62'Dt4" r 2.01'
L537 N 805903" E 12.88'
L538 S 71'42'07" E 16.62'
L539 S 66'13'58" E 13.55'
L540 S 86'39'35" E 12.51'
L541 S 88'51'28" E 13.95'
L542 S 76'57'50" E 8.C0'
L543 S 55'56'44" E 19.26'
L544 S 57'40'17" E 21.08'
1-545 S 56'09'58" E 27.47'
L546 S 51'01'47" E 19.90'
L547 S 45'45'05" E 25.8D'
L548 S 31'25'59" E 1 14.42'
L549 S 37'2O'C6" E 13.22'
L550 S 59'34'39" E 9.86'
L551 S 85'12'08" E 8.70'
L552 N 81'46'24" E 9.65'
L553 N 72'51'14" E 12.03'
L554 N 81'35'40" E 1540'
L555 S 86'05'38" E 16.06'
L556 S 72'33'17" E 12.29'
1-557 S 88'49'34" E 16.62'
L558 S 88'27'31" F 19.11-
L559
S 71'27'53" E
20.26'
1-560 S 74'22'45" E 18.68'
LINE TABLE
LINE BEARING DISTANCE
L561 S 65'5301" E 18.56'
1-562 S 5]09'34" E 18.79'
L563 S 52'03'23" E 13.01'
L564 S 38'03'45" E 15.32'
L565 S 29'37'40" E 15.44'
L566 S 33'13'CB" E 21.43'
L567 S 25'13'38" E 13.09'
L568 S 28'45'05" E 14.47'
L569 S 38'34'16" E 12.95-
L570 I S 65'49'40" E 9.10'
L571 S 69'46'48" E 10.00'
1-572 S 40^6'44" E 11.48'
L573 S 27'10'52" E 6.87'
L574 J S 40'27'02" E 7.39'
L575 S 85'44'56" E 8.25'
L576 N 84'16'22" E 10.41'
L577 N 74'56'22" E 12.89'
L578 N 7441E 13'54'
L579 N 69'29'20" E 15.77'
L580 N 66'15'36" E 8.84'
L581 N 69'32',72" E 9.03'
L582 S 84'55'40" E 6.82'
L583 S 47'42'36" E 10.21'
L584 S 03'40'30" E 8.90'
L585 S 01'59'24" W 8.43'
L586 S 05'02'33" E 4 88'
L587 I S 42'14'13" E 5.84'
L583 S 65'24'00" E 18.51'
L589 S 83'03'18" E 12.95'
L590 I S 87'40'37" E 18 C8'
L591 I N 80'39'52" E 11.27'
L592 N 7420'20" E 10.08'
L593 N 48'15'27" E 1056'
L594 N 25'57'08" E 10.76'
L595 N 17'15'35" E 14.26'
L596 N 21'14'29" E 10 58'
L597 I N 30'13'29" E 10.65'
L598 N 61'12'57" E 9.05'
L599 N 87'13'04' E 898'
L600 S 76'13'35" E 10.00'
L601 S RO-51't4" E 1490'
L602 S 89'27'21" E 12 99'
L603 N 80'29'39" E (3,99-
1-624 N 43'57'05" E R. 74'
L605 N 30'16'47" E 29.78'
L606 N 32'02'54" E 29.22"
L607 N 27'24'54" E 1 2017'
1-655 N 35'19'42" E 16.03'
L609 N 25'38'41" E 13.83'
L612 N 39'20'57" E 1422'
L611 N 69'28'33" E 2405'
L612 I N 76'42'43" E 12.75'
L613 I S 87''6'03' E 13.14'
L614 S 73'15'43" E 13.99'
L615 S 56'2547" E 13.27'
L616 S 58'24'33" E 1128'
L617 N 43'57'05 E 11.44'
1-618 S 13'15'08" 'N 2.00'
L619 S 76'44'52" E 51.02'
L620 S 77'20'39" E 33.15'
L621 S 75'19'36" F 31.50'
L622 S 28'50'25" E 21.60'
L623 S 52'18'15" E 38.22'
L624 I S 44'27'53" E 47.18'
L625 I S 20'46'04" W 10.61'
L626 1 S 44'31'01" E 21.43'
L627 S 40'24'44" E 41.61'
L625 1 N 48'12'39" E 2.00'
L629 S 43'10'10 E 41.52'
1-630 S 44'31'01' E 23.89'
L631 S 20'46'04"
L632 S 4392'38" E 44.19
L633 S 60'48'27" E 38.34'
634 S 28'50'25" E 21.33'
L635 S 75'19'36" E 30.61'
L636 S 77'20'39" E 33.12'
L637 S 76'4.'52" E 57.03'
L638 N 09'23'17" E 9.90'
L639 N 78'57'42" E 16.92'
L640 N 53'38'26" E 16.99'
LINE TABLE
LINE SEARING I DISTANCE
L641 S 63'55'27" E 12.54'
L642 S 41-37'22" W 10.52'
1-643 S 74'59'32" W 37.45'
L644 N 07'46'51" E 2.01'
L645 N 03'23'25" E 2.57'
L646 S 77'06'44" W 2.66'
L647 N 21'58'49" W I 20.78'
L648 S 50'38'19" W 2.08'
L649 S 25'03'36" E 6.05'
L650 S 85'33'C6" E 3.00'
L651 N 89'48'16" E 3.01
L552 S 40'43',2" E ! 3.08'
L653 S 40'27'02" E 10.59'
CURVE TABLE
CURVE RADIUS LENGTH CHORD BEARING
Cl 26884.33' 589.70' 589.69' N62'12" YE
C2 422.30' 123.34' 122.91' N53'12'29"E
Rprr,-,[Ro
=??9 WE p
FEB 1 II 2005
DENR-WATER QUALITY
V.-ETWM 1,M) ST07"" ATER ERP'.'CH
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1 / 1 \ / I , ~ , „ ~(I, I ` ~ / ` ` ~ 1 , ' , , SC147 Ywl ti
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I \ /
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I \ / 1 \ - / I I ~ I I I I 0 ? ~ , f`` ` ` i ' I `A''` awo laayw `1(Z 3SVHd) I i I t ~ 1
1------'-----J \ 1. I \ / .I \ \ 1 \ I aay !s az6'of I ) 1 I / I
I 1 \ -------r 1 i \ I j~Ya. 1 i \ i ,'~'S B}t Lf i 1\ / 1 \ `vim, i i ! l ~ l
I I \ I ~ _ _ ' , ` y } I dkb ~ i ' ~ i 9Cr 101 / / ~ \ _ , , t `y_, ~ i ~ / i, l I ~ / r ? , ~ ? / ~ / / ~ , l 1 1 / /
1 \ ~ ' - / \ I I \ / r \ ` / r / r 1 I I i 1
/ r r --f-~~ ~ \ I r r , t I r/ i i / ,Li { i `1_ I l ¦ I I i I l l y y l ' I I/ /
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I ' !r\ ~ j 1 I I T ~ I1 I I r 1 j I j T I r-'~ 1 r / \ r 3sv1(d) 1 r ~--_''4- ~a`1 , i ~ i 1\\ 1\\ i \ /LI 1 -"f135Y4W1' ' fi =''1..~':' r / r ' i i i ' `•Y:. ! • I / 1 / I _ a I / ' , , / j ' ' / + / I{ 'fS~'L ' , r>< i ' ; / : T / / : n, / / / / .h - I r I r ~ i i ; I ' f , ~ ' : r i j ' /
l l _ / 1 \l 1 I r I ; 1 v S Z6t'tC 1 i i/ 'I ~ h-- ~ T`~y r i 1 I \ , \ % LB ~ i / / / ~ , .yi i 'i / ' , , i i ` 1 , / I / ` j t ` / \ r / 1,1\ / r , I % ' I(t 3~S~V~H~d~)/ ' / f ~ /
I 1 \1 i 1 ~t9 Ol i 1 1 ~ il% ~ ` i ~ 4.~ X 1 1 ~ I ! f 1 r1 / l l -r \ \ \ \ 1 r 1 11 ` ! ' / i i ! 1 ' ! ' ' ' i , i ' i / l i i i ' / - _ / I ' I / 1 - `I l `ti / (Ti ? / 351'Hd)'- r r ~ ' ~F 101 / i ' I / X\ \ / / / / `r, ' / ` i / t - R` '!S Oza'ec I 1 r / \ • 'S r l , 1 I I / ! / ~ , / / ~ / aaao anm / / ? I i / ? / / ~ -1~_-" / I /I , _ I / 1 / I \ ~ 1 , / 1, r / ~ { / / / , , / / ¦maco aaa ' B6 lOl t I 1 ` Yi r \ < ' I ~ Y' I r , ) `Sy I` t 1 / /r / r r ~r % ~ / i i% / / r 11 i / f>r 7~ ' ~ ar mx t . 1 I/ 1 ~ i I / yr / \ / L 1 ; i ' i ~ r r ~S 1 ~ i- ' 1 / ; l
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1 . r I 1 I \ r ,.I', 1 ~CIA1 1 ~ I f' I r r I r f r I I 1 \ \ \ r' i i t % / / \ \,1 / / ! q[IM 1 / / 1 ' / f Y. ! ! 1 / I 1 ~ "7""' , j I / I 1 / / , / (Z 3SAid) / / • , ? - ` , ? ' / y I\ \ 1 / / 1 ' , ,7 / I / 7 C , . ? ? 1 1 I \ i / I 1 I `mil , r , / l I `x~` I / 1 1 r!S'BBLxM / / ~ ' ' ' / . ~ j . ` ' . ''4\ / ~ 1 r 1 ~I 1 ~ /I -r~ r I r I/ ~ I , I r i . A ' r ' .~9 611 / i, 1 , / i / I / , / ? / i' \ , r I \ 1 I I I ~ 1\ 1 I, I / % / 1 1 I .~1 I /
I ~"`-~L3SYlId) i \ / 'y / r I ~ ' +r- - "r 4r~..~1 r / I r , I f ~ f r 1 / ' \ . \ . 8 ' 1, m-d•96 f ' / r / ` ,r 1 / , ~ / / / : / , / / i ' j , £6,~O1 f / / i ~ ? / 1 1 I ~ I I ` I' I r h. '1. ? 4~~~r / / ~ , ~ / / ~ / / , , ~ / i Z` / , \ / , / ,IC , " ` \ I I 1 i I 1 I I ,Y I I ~ I / I I ~ 1 h j m-drgfi ; `T / I i , ; ? ; ; 'A / , 1 ~ ~ / t , ; % • r , t ( _ / y ~ I ; \ I , / 1 i , ~ ~ , ~ 1 I~~ `r\ 1
I I r dS 9SdYf / r`\ i t 1 ~ I r i' •0 Y ' r ' £9 lOli I I 1 ' / : ~ / / ` / r~ / ' / / 1 i / 1 ` r ` . ~ 1 / / ,~(z lsnld) - / \ i \I 1 (z I \I I I I ~ ~ r 1 I ~,hr _ I ' ~ r T. r r / / , / / I ~ / l r l '7r_. ; / / ~ - ' '!'S 4§18F__^.._-_ ` ` ` / y I !S 80' I j\ r ,1 , I I ;1/ / r 1 1 1 ? ~
;c. ~L / J!. r i ; 1/ 1 r r / / .z, / / ~ 66'lOl _ / 1`\ i 90~ !0 I \ r ~ I 1 I : i i 1 \ ` \ ~r a / / r f f ` / n ' I / r / i rl``_! / % ` Y !r\ , , `Y,t t I \ 1 y ~ 1 1 I 1 + 1 I I / / I \ ` ` \ \ ' - , / / / r ! 1 Y~ I , 9 / /I / / ' I t___ / . / 1 ' , - I I I \ \ I 1 I I I I /1 ' ' , / ? 1 \ -I-'
/ ~ rr I I / ' ~ 1 r / ' i i / I, mlu-'ri Y j / - \ , . / / ~ I 1 1 \I I !l / I I I ~ I / `y` ,l \ ? r / / / , 1 r .vrc'eoBa / ' i{ I 1 ? I I I 1 I , , , , , ] r / r ' : , / ' 1 i ,r ~ / / P 1' i i I Y. X` ~ ---J - I i : i ,r r `v I\\ I I I i i , .~T 1 4 ! sY~f ` _ ' \ \
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