20070375 Ver 1_Application_20070228

CES~
...exceeding our clients' expectations
February 27, 2007
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue
Room 208
Asheville, North Carolina 28801-5006
Attention: Mr. Steve Lund
Reference: Proposed Driveway
Trinity Church Road
Concord, North Carolina
CESI Project No. 060724.000
Mr. Lund,
20070 375
~~~~
Please review the enclosed nationwide permit application and attachments for the above
referenced project. If there are any questions, please do not hesitate to call.
Respectfully submitted,
CESI
C-~n~~ l
Christina Raym
Environmental Scientist
Cc: NCDWQ
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NCSS • NSPS • ACSM • NSPE • PENC
45 Spring Street, S.W. • P.O. Box 268 • Concord, NC 28026-0268 • 704-786-5404 • Fax [phone] • 1800-627 1024
www.concordengineering.com

p~I~ 20p70375
Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
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I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP-29
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check,l~re:, -^-T -
~ _ . _ .- ,
r , -
II. Applicant Information `
... - ~ ;~ G ~;i~~/
1. Owner/Applicant Information
Name: David B. Austin and William S. Austin ~ ~~~;^,?x:'sf
Mailing Address: P.O. Box 3067
Concord NC 28026
Telephone Number: [phone] Fax Number: 704-786-7161
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Christina Ravmer
Company Affiliation: CESI
Mailing Address: P.O. Box 268
Concord NC 28026-0268
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: clv'istinaravmer(a~cesiworld com
Updated 11/1/2005
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Proposed Driveway
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 5602225173 and 5602217652
4. Location
County: Cabarrus Nearest Town: Concord
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Take 73-E to Trinity
Church Road. Go approximately '/2-mile to stop light and turn left to stay on Trinity Church
Road. The site is approximately 1-mile on the left
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 37° 46' 47" °N 83° 45' 43" °W
6. Property size (acres): Approximately 47 acres
7. Name of nearest receiving body of water: Afton Run
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: The site is currently used for residential purposes The
surrounding area is primarily residential with a middle school and high school nearby
Updated 11/1/2005
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: Grading
activities and installation of pipe in jurisdictional perennial stream using dozers and track
hoes to create new drivewav for residences occu ip ed b~pplicants
11. Explain the purpose of the proposed work: To install a metal or concrete pipe in stream to
construct a gavel drivewav leading to two residences currently occupied b~pplicants
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. None known.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional permits are known at this time
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Approximately 75 linear feet of
perennial stream will be impacted by a gravel driveway crossing
Updated 11/1/2005
Page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not limited tc
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
N/A
Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within Distance to Area of
100-year Nearest Impact
Floodplain Stream (acres)
I Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 10.18 Acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Average
Number Stream Name T e of Im act Perennial or
yp p Intermittent? Stream Width
(indicate on map) Before Impact
C-9 through C-14 UT to Afton Run Pipe and Backfill P 6.5
C-11 toward UT to Afton Run Pi e and Backfill P
property corner p 6.5
Total Stream Impact (by length and acreage)
Impact
Length
(linear feet) Area of
Impact
(acres)
32 0.005
43 0.006
75 0.011
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact Type of Waterbody Area of
Site Number Name of Waterbody
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma )
N/A ocean, etc.) (acres)
Total Open Water Impact (acres)
6. List the cumulative imnant to att `~atarc „f+t,o ri c ,.i~:~~ r .. ~,_ _
- ' - ---- ......b is visa
Stream Impact (acres): ~aav r1 VJ V V L
0.011
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 75
Updated 11/1/2005
Page 8 of 12

7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The driveway was desi ned to
minimize the impact on jurisdictional waters onsite The driveway is limited to one crossing
approximately 75 linear feetl across a jurisdictional perennial stream There is a total of
approximately 4 9271mear feet of perennial stream on the subject p o~erty
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
Updated 1 ]/1/2005
Page 9 of 12

but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at httn://www.nceep net/pa~es/inlieureplace htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
Updated 11/1/2005
Page ] 0 of 12

3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.

Zone* Im act
s ware feet
( )
Multiplier
Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
~..~~., , .,,.~~„~~ ~u~ w icc~ Ycrpeuuicwar rrom the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The site is currently occupied by two
residences. one of which also has a t?aral?e The new driveway will add approximately 0 72 acre
of impervious area.
Updated 11/1/2005
Page 11 of 12

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.
The site currently uses septic systems
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
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state nc us/ncwetlands. If no, please provide a short narrative description:
No further development of the property is known at this time
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
~~ ~~ ,~
Applicant/A nt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12

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LINE TABLE
LINE BEARING DISTANCE
u s eDroo'3o" E nsss'
L2 S 66'59'05' E 143.67'
L3 S 16'34'25` E 40.00'
L4 S 18'34'25' E 4D.00'
L5 S 22'37'07' E 43.67'
L6 S 13'58'52' W 200.73'
L7 S 14'13'18" W 222.89'
LB N 00'15'16' E B6.60'
L9 N 23'12'16" E 13257
L1 D N 08'09'49" W 83.97'
LINE TABLE CONTINUED
LINE BEARING DISTANCE
L11 N 04'27'54' E 51.42'
L12 S 29'11'21` E 138.20'
L13 N 70'57'40' E 206.34'
L14 N 58'49'22" E 280.17'
L15 S 14'13'18' W 66.29'
L16 N 2137'34' E 77.97'
L17 N 32'00'33" E 49.15'
L16 N 08'09'19' E 120.41'
L19 N 48'58'33' E 76.05'
L20 N 27'26'58' E 155.95'
LINE TABLE CONTINUED
LINE BEARING DISTANCE
L21 N 09'36'02' E 144.44'
L22 N 14'54'14' W 156.32'
L23 N 55'46'26' W 104.57'
L24 N 00'15'18' E 168.21'
L25 N 23'12'18' E 131,66'
L26 N 08'09'49' W 85.20'
L27 N 04'27'54" E 55,53'
L26 S 29'11'21` E 144.89'
L29 N 70'57'40' E 196.91'
L30 N 58'49'22' E 280.94'
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f IV ~l F n
STREAM • OA57 ACRE ((, • ~ ~ ~ , •{~ ~~'~ E ~~ ~ ~ / 66~ 6~0 600 ~ 0~' / ~W YYR1E HUNER AEYNpJ15 ~ ~ ~ ~ ~ ~ Z
POINT NORINING FASTING WIDTH / saFw ~,~4 \ . ~ ~`~ ~~ ~ ~ / / ~ /~ / ~ ~ / ~ PNt• t~ ~ rra AM! E rum ~-,~ more
Cl 621861.36 1503228.33 6.6 fff . • .i' ~ 1 PtK Boos-sa-7+88 V m O
c2 621873.00 1so3233.19 63 ~ // Li3~ _. ,-- \~\\~ _• ~..~ / ~/ / IMLIlW8AUS111t ~ ~t~~ ~ .' ~m° rcso~
C3 621868.73 1503252A6 9.3 ~p '~ • ^ werMr sLnBB FAS~. / ~SSp~~ ,- ~ / ~ I k~ R ~~ tp
C4 621859.19 1503255.13 8.6 eM \•' ~ ~ ' ~ ~ / P ~~~ ^~' ~ ~ d ~
CS 62186352 1503269.33 9.3 d" v ~ ~ ~ / s>eo. Pc~ ~ \ ~ ~ / ,/ - ~ END bF DELIFIEARON ~ / _ j'Z +~~• 17~, ~DM1 ^~p w - - ~ ~
C6 62186721 15D3284.59 6.6 / ^ C • ~ ~/ ~ / .~ ,/\ ~ ` `' ' ,~h4 ~ • ~ . _8g0'- ~ ~ ~ w""') ~~ ~C ( ,BnBY ~ FuN
C7 62185929 1503318.16 10.1 J ~ I /i / LL/~~'+ \ ~ ~ ~ • ~ , ~~ \
CB 621844.69 1503327.71 4.4 / / ~ ~ ' I / 0 ~ / ~ X660'--~ ~l-g 8 j ~ ~ 0-' - - ` 84! P~ t~ ~ ~e `tt'' ~a 9 ~~k
C9 621842.31 150335427 4.7 3 ~ by ~ ~ / \ ~'kr ~' 66 ' ~ \ ~ man:; m / Pix Bemas-nee
C10 62186D.04 1503381.19 6.9 aN J 6~ / \ 87p' 9. / ~~
C11 621856.87 1503388.69 6.8 N' a ~ /I/ 6 ~ , i \ _ \ ~ -680' ~ ~s p\ / E ~•
C12 621836.92 1503362.85 7.5 N'+ :~1 ~ ` ~ / I / / / ~6~6 bg~ ~ DAVD 6, AUSI~~-' `68 \ \ ~ ~ \ \ ` / ep. ~ -1 ~i ~4~~~ 4
c12A 62163423 Iso3333.61 10.0 ~~ ~..' /~ / / / wlFy_PAIItlpA T. AUS1N p: \ ~ I /690' ~ ~ ~i7 y N 1
C13 621847.32 1503317.57 7.0 ~ ~ ~ ~ ~ 6g0' P.L11.6~2~Z1~7062- \ / \ ~
c14 621861.66 lso3z9z63 2.a ~° I ! l / ~ D8.7211, PG 217 ~ssp• ~ \ I .\ ~ 12~ W ~~ ~
CI5 621860.59 1503284.16 6.6 Z Z • ~. I l / ~ I 23.619' S ~ \ w ~~~~ ~.~9 ~ ~ W S 0~ "" W "
C16 621854.55 1503272.45 9.5 ,
cv 621ss1.e7 Iso32so.n a.6 ~+ / ~ // I I I ~ ~ ~ \~oo _ \ \ I / ,00 ~ \ ~ ~:i ~• J ~ `~11 gig' f- ~
C16 621860.83 1503247.09 9.3 t 4•
C19 621863.37 1503231.83 9.7 `~ J I / /1 DP ~"'~"" S 73'12'00' W fl~0.95'
C20 62188280 1503219.57 8.9 ~ ~. I ~ ~ DEIJNEAT~J I W

a~
8
~.,_
~ ~ ~NTTTRY 1 ~ ~ I ~ / ,~ ~ m
~~ ~
/ I ~ ~Y1~ mNIR~L Ya1771ort -~ m m
/ J Yc aro . xa 1u( ~ Y
/ ~ I I I / / / sNw10a ws°~, uc •tiry`~~`~~, / ccF.. nw~esm DISYE ,,~ ~~v
{ (IY'1/
~' ~0'
;~Y~/i SITE '~, ~°"'PR~ ~"~f"B I I / / I ooMaRL NaRL ~ ~~~~/ ~ ~ ~ ~ j
`~ O
// ~. mum 6LS of?AARTLk'NTr~ / ~e ~ _ "
/I /~ I I / CONTOUR DATA GENERATED BY UgiT ~' / \ ~ \ ~ =e i Q
/ ~/ I I / OEIECTTON ANO RANGING (WAR) DATA ~, b, \ O 2 ~ m
// /I OBTAMED FROM TFW NORTH CAROIJNA /
~ .~ I ~ T12AR ~ \ ~ a~ ~
a FLOOD MAPPR1c PROGRAMO DATA Y . ,~„~, ~ry , 1 ~ a
',(I RELEASED MARCH 2005; VERnCAL Aor w. IE1r01DS ~ O
~ I I ~ DANM IS NAw 88. CE51 ASSUMES NO T4c rim -'~ 4~',~ b,/ ~ PJx 11701-~-D7Dt\ ~ OJ ~ Q 3
VICINITY MAP I RESPONS~IUTY Fa, ~ ACCURACY of °"F, '~ ,~ / N ~, m~ 1'1'o m~ ~' ~ g r
~ TNIS TOPOGRAPHIC INFORMana4.
I ~b = ~
NOT TO SCALE / ~ I ;~Pk ~m ~ry~~/ / c~~ ~~ . / ~ ~ ~ _'
JURISDIC110NA1 PERENNULL / N . ~ / mum 6L5 OEP '~~,'~~ p/ ~ / i ~' ~ ~~ / J \ 4 y ~ U
STREAM=0.057ACRE / '(` ~ ~ ~ ~ ~ ~',~j' E ~ ~ / X6.0 610 60~/ _ J ~ / ~W YYR11E1AT6ESRE»10LO3 \ \ ~ Q~Z
mimax of f ~ K X99' ~~~ / ~ / / ~ / /' 1 ~` Po''"a Bs°~D. F"c-'s~ \ .Ik. Axi B'.°i1rA"EiNE ~ mom
POIM NORTHING EASiING WIDTH 7•~,fy ~' ~~4 ~ ~~ / ~ m1aD: DD
ci 621881.36 1503718.33 6.6 / Li3 ~ =' ~'~ ~ \~ ~ / / Mt,IlAtl S AU51Ni ~ / ~ „~ , ~ PJ,~1~ ~,e o 0 om~
C2 621873D0 1503233.19 6.3 ~ / ~ '- , •~ - - ~ ~ 6 - • • '~ .. / / / / ~ ~~ R. M~1 ~ ~i ~ ~' m O ¢ C) O
~ ~ odo
C3 621868.73 1503252A6 9.3 ~9 '~ ' SiV°T'~' sR11ER ~` ' / \ 50-~ ~ ~ \ , / P 6802- 73.
C4 621859.19 1503255.13 8.6 vlw I I ' / mo. P6 ~ ~'~ .. ~ .\/. ~ A END bF DEIJNEAnON r f ~ ~ p ~ . ~
~ w ~
CS 62186352 15D3269.33 9.3 d' ~` ~ ~ ~ ~ ~ l o ~ • ~ ~ (i ~ ^ ~
C6 62186721 150328459 6.6 / ^ O ~ / / / ~ ~ ` `• • rQ~ r • ~ .. `660'- ~ ~ ~ ~(r' ( '~' A RAC R. BOIIpL k
C7 62185929 1503318.16 10.1 / ~ ~ J I •~ / T i / ~ / \ ~Zgy~ ~ ~1 \ ~ PDa ~ ~ ~° M1A 4ANE 1t BpJnt
C8 621844.69 1503327J1 4.4 / s ~~ / `660'- ~9By~Y ~ w~ '' X660-' _ - • ~ \ `~ k zoxTU m / / P~ ~ Pa
C9 621842.31 1503354.27 4.7 3 ; ~ vp ~ / / ~ - ~ ~ ~ ~ ` / fn, ~ ~ 670' ~ \ ~S 00 ~ - "w / ~ id1>k m
C10 621860.04 1503381.19 6.9 \ ~ / 66O ~ ~ / ~ ~ X670.\ , -680' ~ ~ / /
C11 621856$7 1503388.69 6$ ~" I ~ 6' ~ ~ E ~"'°•
c12 621838.92 1503362.85 7.s ~ ~ ~,~ I I / 1 J / ~ /a1° 6~d' ~ DAVD B, - ~s8 ~ ~ N ~ \ ~ ` / e°' ~ - ~ g0~41"'~ 4
c12A 621834.23 iso3333.61 ioD ~~ ~.:• /~ / / / wll<y_PA T. AUS7N ~; ~ ~ I /690' ~ 1 ~ N 1f~~ I
C13 621647.32 1503317.57 7.0 ~ N pp~ ~ / / 6g0' PJ,N. -70612- ~ ~ ~ I / \ ~ ~ ,,r w ~• P (n
C14 621861.66 1503297.63 2.4 O ~ ~ ~ / / OB. PQ ~A7 g ~ ~\ " ~`
~ 90'• ~ 73'10$6 '802,79 w $ ~" - W •
C15 62166D.59 1503284.16 6.6 Z =, ~• I ~ ( ~ 23.b1! ~ W
Clb 621854.55 1503272.45 9.5 ~/ ( I ~~ ~ I / ~ ~ "~4,'~ I ~,
C17 621851.87 150325D.71 8.6 ~ ~ ~ 0•~ ~ 0• 3 f
CIB 621860.83 1503247.09 9.3 ~/ J ~ ~/ ~ ~ ~ Bp ~ ~ ~ ~ f 4. ~ 1„L
CI9 621863.37 1503231.83 9.7 ~ / ~ /f ~ S 73'1200' W 1710.95 L?4D OF DETJNEAnON W
C20 621882 80 150321957 8 9
C21
C 621896.57 1503219.82 9.8
y ~
~
•
/ / ~ ~~
~
22
C23 62190629
621920
25 1503209.36
1503194
D7 11.6
9
3 4
J ~
~
~ o ~ P
PJJ~ eem-srs~n
C24 .
621940.30 .
1503187.18 .
4.6 ~
I ~' ~ I' ~ ~ m'~ m ~
C25 621948.82 1503183.23 4.7

C26
621962.48
1503170.00
3.B
h' /

C27
621968.88
1503154.28
9.0
~
I

/

v _
~ ~
C28 62197855 1503146.24 7.1 l' ~ -~
C29 621987$1 1503143.14 5.7 I I I ~ ,~, ~
C30 621993.70 1503128.89 29
~
~ ~
C31 621996.82 1503125.44 20 , V APPROXIMAnONSOFADDffIONAL,
C32 621995.59 1503145.66 8.2 f I y, POSSIBLE STREAMS AND WEMNDS:
96 I ,T
C34 621974.99 1503160. 8.2 ~. I • . LY OTHER JURISDICTIONAL
LINE TABLE
LINE BEARING DISTANCE
L1 S 80'00'30' E 178.65'
L2 S 86'59'05' E 143.67'
L3 S 18'34'25" E 40.00'
L4 S 18'34'25' E 40.OD'
L5 s 2237'07" E 43.s7'
L6 S 13'56'52" W 200.73'
L7 S 1493'18" W 22289'
L8 N 0095'18" E 86.60'
L9 N 239718" E 132.57'
L10 N 08'09'49' W 83.97'
LINE TABLE CONTINUED
LINE BEARING DISTANCE
L11 N 04'27'54' E 51.42'
L12 S 29'11'21" E 138,20'
L13 N 7057'40" E 2D6.34'
L14 N 58'49'22" E 280.17'
Lis S 1493'18" W 66.29'
L16 N 21'37'34" E 77.97'
L17 N 32'00'33' E 49,15'
L18 N DB'09'19" E 120.41'
L19 N 4856'33" E 76.05'
L20 N 27'26'56" E 155.95'
L1NE TABLE CONTINUED
LINE BEARING DISTANCE
L21 N 09'38'02" E 144,44'
L22 N 14'54'14' W 156.32'
L23 N 55'46'28' W 104.57'
L24 N 0095'18" E 188.21'
L25 N 2392'18" E 131.66'
L26 N DB'09'49" W 85.20'
L27 N 04'27'54" E 55.53'
L28 S 2991'2i" E 144.89'
L29 N 7057'40" E 196.91'
L30 N 58'49'22" E 260.94'
I I a n C
I I ~ 0
~a "Ns
r d
Qgn
/ ~ gum
'O
rr^^
V! t ~

Q O
z
<~g
oa
r
C35 (NOT FOUND) ~ PERENNIAL STREAMS ~
C36 621953.77 1503186.22 5.6 I ~ LENGTH=7145'+/- ~ ~ g N
C37 621931.88 1503195.92 5.6 I / 4 / TO7HE BEST OF MY KNOWLEDGE THE LOCA710N AND AREAS OFTHE WERANDS AND
AVG. WIDTH = 7.5 +/- \ m ~
C38 62192053 15032D5.82 8.2 AREA=0.77 ACRE+/- JURISDIC-ONALSiREAA15 DEPICTED ON THIS DRAYIING ARE ACCURATETO THE DEGREE W ~
OF SURVEY AND PLATONG TECNNKiUL3 EMPLOYfi). Z
C39 621913.26 1503221.44 13A ~' ~ ~ ~ g ~ n
C40 621903.48 1503230.30 12.6 ~+ / ~' AFTON RUN JUSIDICTIONAL
1u ~' (~ ~ ~/. / • PERENNIALSTREAM ~ ~ ~ ~ is
"~~'~Apyp q~ W ~ ~• . LENGTH=2330'+/- ~ / I wo
AN1aND R AEllD (~•~ ~ ~/ I ~ AVG. WIDTH = 50' +h ~ F
~ R. gbot (°•10°~ i°D K AREA = 2.26 ACRES +/- ~ IRllO w ~ o ~ ~
CHNOES E 101DK A osmUQ ~~ /' I '~ • t. tlu 13 YDT A TLOIADARY IS NDT xILwFD TO BE DgD ~ O = G
oB. ~ ~ ~ ~ O / h • WETLANDS ALONG AFTON RUN ~ ATb1A ~' s~ Z ~ s °
zalEEtk m /' // z TRAN01~ ADARTFD BY IEASf 1WARE3 ADAISIIYIIT YflXOP g ~
AREA =10.18 ACRES +/- lar 11tllOR aF pDdil? 1;t6m0+. 1,1
a ~ ~ / n1: 3TA171Y r~aliLS a AlIFi1 mlpUlm IlY m0A071AT1i DWPVgT10113.
PJll O7DI-10-8763 WEIUND CERORCAlION ~. ALL 01TTANCES EIIOrN ARB IImQONTAI OR°AD D6TAN~3 IAlE53 a N
/ oe. lOm, Pa nD LEGEND °~'"~ NoDD. y
mLrE>k m a suescr PROP1atES TLGTm x znE z (AIEAR oeTmwEO To TE
/•' k ~ / • ~ (~ ~) .. ~'.'~~~ 1TiS C620F43 iHATTH4S COPY OF IHR PIAT ACCURATELY DEPICR THE BOUNDARY OF prl>mE eao-yTaR RJ1COaAx) ,vm zan: A1: pA1E FTmD I
/ ~ 7HE A1R6aCTI0N OFSECIpN4040F THE CLEAN WATER ACT AS DEILT2MINED BY THE DEYAl10.6 OE'D71~0 AS PER FJJLY. PAIE7. S77Cm0,%D,
~' / ^ YONWENT (AS 06pMm) 0f DRIVE:NAy UNDERSIGN®ON THIS DATE, UNLESS THI3IE ISACHANGEIN THE LAW OR OUR 6FECINE DATE UO~JJ~RZ170A rn ~iu
_^~ 0 ~ (SEf 46 AEHAIt) PUBLSHED REGVUTIONS. iH6 DEf91MMAlION OF SECTION 404 JUR6DICIION MAY BE a ODORWNTFB !710111 N TAPE AAE O20UO mORONAIES IOCAI® W =
~~g / S '~L~'~ '~ )s( IPS (NO PGM IETj RH1E0 UPON FOR A PERIOD MOTTO IXCEED RVE (51 YEARS FROM 1HIS DATE 1HE ~ F~ ~ v~moo-r xo A PROJECT mL®xm = ~ 00'
/ ~ • / // ( ® gµ, gip yµHYF DETERMINATION WAS MADE U1118NG THE 1987 CORPS OF ENGINEERS WETLAND 7. PARTIAL Dl]7EATION FDR DAYErAY OR0991C COM9ETm; iS
/ DOIAOARY l1E (AS 91lYEYm) DHINEATION MANUAL ADOTAONAL A77mICDONAL rA1FR3 WY E PRF811t Z n
/ - BOUIOARI' UE Brr OFID OR MY) O W
1 ~ / tiy. I TOTAL PROPERTY ~~ ~ ~ ~ TDRHT-aF-rAY L7[ ~~
/ ~ 47.038 ACRE$ - _ _ - _ _ - ~ ~~-~Y L~ REGULATORY OFRCIAL'
v ~ / - - FATpp1T 11E 2 kCA ~AMRZmU111Y 61.5 TA% WPS 011-101. 011-203, 011-011
/ 18 J JURISDICnONAL PERENNIAL - - -- SS •- ~~ ~ ~ ~ 1 u~dM~ -¢ nLprsal i A~aAt-3, A,~DATm R
~1' ~ STREAM-AREA'C' -680'- - - L1ApR caNTDUR (~ canout wTE7 A~MMRY 2L,1e75 ~ T 1'
s / ._ rcTLA1o T10uOARr DATE: 4, unEmmm YM ENORID 13mwAm' 1URlEY F~ oAw w
LENGTH =352.3' - -10D-1EAR ~Opp1AyN AUSIN', LTY Irl ¢ 1CIPS011 k A5400A1E4, PA DATED
y / AVG. WIDTH = 7.5' - -1lDODNRY 1AE AA.r a 1Ma T
• a ueEmmm YM D1071fD 'PRaPFRtt aF c 5 AUSM, LTY 1mn1 (~/)
` ~, ~ / AREA = 0.057 ACRE - .. - .. - . - .. - rE1TERU7: mEE(/IRBUTARY USAGEAC110N D: R YOLK, Pl8 DATED 41AX 11.1074.

AGENT AUTHORIZATION FORM
February 26, 2007
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue
Room 208
Asheville, North Carolina 28801-5006
Attention: Mr. Steve Lund
Reference: Proposed Driveway
Trinity Church Road
Concord, North Carolina
CESI Project No. 060724.000
2 0 0 70 3 7 5
CESI has been authorized by Mr. David Austin to investigate and delineate, if necessary, any
wetlands and jurisdictional streams found in the driveway crossing area on the referenced
property. CESI is also authorized to act as an agent for Mr. David Austin and Mr. William Austin
on this project and submit any necessary applications to the USACE and DWQ.
If there are any questions, please do not hesitate to call.
Respectfully submitted,
L~
David Austin

20070 a7~
North Carolina Division of Water Quality -Stream Identification Form: Version 3.1
Date: ~ Project: ~~('+ ~
~. C? Latitude:
Evaluator. ~` ~r~- - Site: ~S
i~
I~ ZtV • Longitude:
Total Points:
Stream is at least intermittent ~
County. Other ('~S/~ A
if 2 79 or iennial if 2 30 ~~ ~ (,(s j e.g. Quad Name:
n
ia. c~eomor holo Subtotal =
1°. Continuous bed and bank Absent
0 Weak Moderate
2 Strong
3
2. Sinuosity 0 1 2 3
3. Ir~hannel structure: riffle-pool sequence p 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 1~ 2 3
9° Natural Levees 0 1 2 3
10. Headcuts 0 2 3
11. Grade controls 0 0.5 1.5
12. Natural valley and drainageway 0 0.5 1 ` 1
5
13. Second or greater order channel on ew_ .sting
USGS or NRCS map or other documented
evidence.
No = 0 .
Yes = 3
---- --- -. _ ........... ...... u~,vna ni aKlnual
B. Hvdroloav rc~~t,+.,r~i =
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or rowin season ~'sl
~J 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants 0 1 1.5
18. Organic debris lines or piles (YVrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present?
f = 0 Yes = 1.5
C. BIOIogY (Subtotal = ~ _)
20". Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton 0.5 1 1
5
28. iron oxidizing bacteria/fungus. 0.5 1 .
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; ther = 0
~•~~~~~ ~~ a~~u ~ ~ ivcvs on me presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.) Sketch:

North Carolina Division of Water Quality -Stream Identification Form: Version 3-1
Date: ~ Project: r ~ (7 Latitude:
Evaluator. ~ ~~~ Site: S Longitude:
Total Points: Other ~~SS1i~1'6- .53
Stream is at least intermittent County:
i(2 19 or iennial if z 30 e.g. Quad Name:
A. t~eomor holo Subtotal -
-
18. Continuous bed and bank
Absent
0
Weak
1
Moderate
2
Strong
3
2. Sinuosity 0' 1 2 3
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 - 2 3
6. Depositional bars or benches 2 3
7. Braided channel p 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 e Natural Levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0 0.5 1 1
5
12. Natural valley and drainageway 0 0.5 .
1
5
13. Second or greater order channel on ew.stino
USGS or NRCS map or other documented
evidence.
a....
No = 0 .
Yes = 3
---....__ .............. ~.~ ,.,,. ~a«~, ~~ u~swssw~s In manual
B. Hvdralaav rRuhtnt~l - L, ~ 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or rowin season
0
1
2
3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants 0 0.5 ' 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1
5
19. Hydric soils (redoximorphic features) present? o = .
Yes = 1.5
C. Bioloav t~~~t,t„tal = ?
20 . Fibrous roots in channel 3 2 1 p
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0 5 1 1 5
23. Bivalves 1 2 3
24. Fish 0.5 1 1
5
25. Amphibians 0 5 1 .
1 5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0.5 1 1.5
28. Iron oxidizing bacterraJfungus. 0 0.5 1
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2. ,Other =
- --- --- r~---••-- -• •-r~••, ••• Y,••,.w, ,•~n, co ~wuocJ V11 UIC t]ICSCIIGC Ol aC~uaUG Or W@Iland planCS.
Notes: (use back side of this form for additional notes.) Sketch:

North Carolina Division of Water Quality -Stream Identification Form: Version 3.1
Date: ~ Project: ~ ~--~ Latitude:
Evaluator. Site: ~~ ~ l ~1 ,~ • L ngitude:
Total Points: oV Other ~~S'1,~~ ~,
Stream is at least intermittent . County q~
i/ Z 19 or ~nnia! if Z 30 ~ , S ~ ~J I D e.g. Quad Name:
A. c~eomor holo Subtotal =
1a. Continuous bed and bank Absent
0 Weak
1 Moderate
2 Strong
3
2. Sinuosity 0 1 2 3:
3. In-channel structure: riffle-pool sequence 0 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 0 1 3
9 8 Natural Levees 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0. 1 1.5
12. Natural valley and drainageway 0 0.5 1
5
13. Second or greater order channel on ew•stin4
USGS or NRCS map or other documented
evidence.
e...... _
o = 0 .
Yes = 3
-....--_- ~..~..~~ ~•~ ,~.,.,a.~~, ~~ uwwss~ons m manual
B. Hvdrolaav rc~,h1„1~i - ~n
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or rowin season
0
1
2
3
16. Leaflitter 1.5 0.5 0
17. Sediment on plants 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 s = 1.
`~
C. Bioloav rCnht~1~1 - ~ ~
20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Maerobenthos (note diversity and abundance) 0.5 1 1 5
27. Filamentous algae; periphyton 0 0.5 1 1.5
28. iron oxidizing bacteria/fungus. 0 0.5 1 ` 1.5
29 . Wetland plants in streambed
Ifame 9n ~nA 7~s,....... __.~_________ _...... .. C = 0. FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
___
--- --- --- ~ -__,,,,,,,,, ,,,,,,...,, r.~„w, ,.~,,, ~,w~~G~ ~~~ u~ presence o1 aquauc or weaana plants.
Notes: (use back side of this form for additional notes.) Sketch:

North Carolina Division of Water Quality -Stream Identification Form: Version ~ 1
Date: ~~ Project: ~ Latitude:
p~" f(, cr o
Evaluator. (~1. Site: (~ a r~~ ~ i I~ Longitude:
Total Points: ~ ~"~ f l
Stream is at least intermittent County: Other C~~~NFr
H 2 19 or iennial if 2 30 ~ ~ ~ e.g. Quad Name:
A. taeomor holo Subtotal =~_
a Absent Weak Moderate Strong
1
. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 2 3
3. In-channel structure: riffle-pool sequence 1 2

4. Soil texture or stream substrate sorting
0
1 3

5. Active/relic floodplain
0
1
•2 3
3
6. Depositional bars or benches 0 • 1 2

7. Braided channel
1
2 3

8. Recent alluvial deposits
0
~1
2 3
3
9 8 Natural Levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley and drainageway 0 0.5 1
5
13. Second or greater order channel on existing .
USGS or NRCS map or other documented No = 0 Yes = 3
evidence.
fi\In.. r.....J.. J:a-l __ __- .. - -
- ~ ~----- _...,..,.....,.. ~..,. ~a,~~, ~~ u~awssions m manual
B. Hvdrolc~av rCuhln4~l - ~/,_~
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or rowin season ~ 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1~ 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
Ci. BIO~OAV /Gnhtn4~l = ~. 7 ~
20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish
25. Amphibians 0.5
0.5 1
1 1.5
1
5
26. Macrobenthos (note diversity and abundance) 0.5 1 .
1 5
27. Filamentous algae; periphyton 0.5 1 1.5
28. iron oxidising bacteriaffungus.
29 . Wetland plants in streambed
Items 7n ~nrl 71 r.,...... ,.., sa.,. _------- -` ---'-- ~ .. 0.5 1 1.5
C = 0.5 FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
-- -
--- --~ -•- ~ ---••-- ~• ~r•~••~ r'~•~~. •«~~~ ~~~~C~ un use presence or aquauc or weuana plants.
Notes: (use back side of this form for additional notes.) Sketch:

Proposed Driveway '~ ~' '~ ' '~ ~ 7 ~
LEGEND
GIS Layers
~ Parcels
Major Roads
d Streets
Municipal District
p aTY OF coNCOaD
~ CITY OF KANNAPOLIS
~ CITY OF LOCUST
~ TOWN OF HARRI58URG
~ TOWN OF MIDLAND
~ TOWN OF f.40UNT PLEASANT

Proposed Driveway -' Q ®~ ®~7 ~'
Topo Map
LEGEND
GIS Layers
~ Parcels
Major Roads
~. Streets
Municipal District
~ CITY OF CONCORD
~ CITY OF KANNAPOUS
~ CITY OF LOCUST
~ TOWN OF HARRISBURG
~ TOWN OF MIDLAND
~ TOWN OF h40UN7 PLEASANT
.~ ~~ bs"'~ Pte' ~ p +~ n, ~ ~ I--*
~ °"
~ ~ ~~~
DEY~k - WA?Ei~ G.:;+~~TY
TLANOS p,Up S7CR?AWATER BRANCH
Map printed on: Tue Feb 27 11:30:52 2007 gOJ42.2ft

Proposed Driveway
Floodplain
LEGEND
CIS Layers
Floodplain
~ A - 100yr [No Study)
O AE - 100yr (Wnn Study)
~ X - Outside 500 os 100yt
~ X500 - 500yr
p Parcels
Major Roads
fr Streets
Munippai District
~ CITY OF CONCORD
~ CITY OF KANNAPOLIS
~ CITY OF lOCU5T
~ TOWN OF tiARR158URG
~ TOWN OF MIDLAND
~ TOWN OF MOUNT PLEASANT
~.1 ~~ +~~'',w°`1'+~' .,fie
~ F ~~a ~ ~ 7

Map printed on: Tue Feb 27 11:29:30 2007 OOJ23.Jf!

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Unincorporated R
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APPROXIMATE SCALE
1000 0 1000 FEET
NATIONAL fL00D INSURANCE PROGRAM
FIRM
FLOOD INSURANCE RATE MAP
CABARRUS COUNTY,
Z 0 N E NORTH CAROLINA
AND INCORPORATED AREAS
PANEL 35 OF 180
'~~
/^,,
/~ (SEE MAP INDE% FOR P4NEL5 NOT PRINTED)
`
I/
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V CONTARJS:
COMMUNTY NUMBER PAIL SI~FIX
)~ CWICOAO. CITT OF 310031 0015 0
iy
~~' ~wupoi~.an or 310469 OOIS 0
BC
RPo
~ IM
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RATEO AAEAS 310036 0035 0
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wM1en plotinq ma0 orders; (be COMMUNITY NUMBER aMwn
oba•e snoua a osee oe ~eawaece oen~oouoea Iw me s~bKel
eomm~naT
,_~ MAP NUMBER
__ 3702500035 D
~' ~ ~"'~ EFFECTIVE DATE
i 1994
~a NOVEMBER 2
l' ,
~11111U1 Fodera~ Eme~benc~ ManaEemenf tl,gency j
This is an oficial copy of a portion of the above referenced flood map. ft
was extracted using F-MIT OrrLine. This map does not reflect changes
or amendments which may have been made subsequent to the date on the
title block. For the latest product information about National Flood Insurance
Program flood maps check the FEMA Flood Map Store at www. msc.fema.gov
0
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0
w
Ul

Austin Driveway-Wetlands
ftn_an_an ~~~
e
c
n
reference onlyU Dataelayers that aippea onlth s map mayeor may not beeaccdurate~ 9erentlor
otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION.
~~-+v-v vv
center: 35° 26' 48" N, 80° 40' 17" W
~ ~ ~. ~
~-~
cWn `1.
N
V
Z
Legend
J
A/Intetstate
Major Roads
- Other Road
~' Interstate
~ State highway
N US highway
Roads
Cities
r USGS Quad Index 24K
Lower 48 Wetland Polygons
® Estuarine and Marine Deepwater
Estuarine and Marine Wetland
Freshwater Emergent Wetland
~ Freshwater Forestedl3hrub Wetland
- Freshwater Pond
® Lake
Other
~ Riverine
Lower 48 Available Wetland Data
Non•Digital
Digital
No Data
Scan
NHD Streams
_ _~ Counties 100K
Urban Areas 300K ~
m
Q States 100K ~
~ South America ' ~
~ North America ~
N
Scale: 1:14,560 I
W
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Web Soil Survey
Contact Us Download Soils Data Preferences Logout Help
Aroo ~f Tr.F~. r...-~ c_c~ u___ .. .. .~
Map Unit Legend Summary h
Cabarrus County, North
'~
Carolina
Map Map Unit Acres Percent of
Unit Name in AOI AOI
Symbol
Ch Chewacla sandy 38.4 22.2
loam,
frequently
flooded
CuB2 Cullen clay 0.0 0.0
loam, 2 to 8
percent slopes,
eroded
EnB Enon sandy 23.3 13.4
loam, 2 to 8
percent slopes
EnD Enon sandy 16.4 9.5
loam, 8 to 15
percent slopes
EoB Enon-Urban 1.3 0.7
land complex, 2
to 10 percent
slopes
PoB Poindexter 32.0 18.5
loam, 2 to 8
percent slopes
PoD Poindexter 47.7 27.6
loam, 8 to 15
http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx
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•~
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Page 1 of 2
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_ ~~ - {
a A A
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11 /20/2006

Web Soil Survey Page 2 of 2 '
percent slopes
PoF Poindexter 11.9 6.9
loam, 15 to 45
percent slopes
W Water 2.1 1.2
FOIA I Accessibility Statement I Privacy Policy ~ Non-Discrimination Statement I Information Quality ~ FirstGov I White House
http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx 11 /20/2006

TopoZone -USGS Kannapolis (NC) Topo Map
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~' UTM 17 530069E 3922842N (WGS84/NAD83)
FLB 2 r~ ~~~,~:;
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otroa~_wp-,, Projection is UTM Zone 17 NAD83 Datum
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