20000250 Ver 2_Individual_20070319

v a,, oo- oaso
Shopton Ridge
Business Park
Charlotte, Mecklenburg County
North Carolina
Individual Permit Report
and
Supporting Documentation
Prepared For:
Mr. Barry James
American Asset Corporation
3800 Arco Corporate Drive, Suite 200
Charlotte, NC 28273
Phone [phone]
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
3714 Spokeshave Lane
Matthews, NC 28105
[phone]
Subject to verification by the USACE
Date: March 12, 2007
1
Qr=6;��oe�Q
MAR 1 9 2007
D3DsORMRihMMAHWAT BRANCH

LEONARD S. RINDNER PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning [phone]
March 12, 2007 -
Mr. Steven Chapin
US Army Corps of Engineers - Reg. Field Office
151 Patton Avenue - Room 208
Asheville, NC 28801 - 5006
Ms. Cyndi Karoly
Division of Water Quality - NCDENR
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Mr. Alan Johnson
NCDENR - Division of Water Quality
610 East Center Street, Suite 301
Mooresville, NC 28115
Re: Shopton Ridge Business Park - + 161.76 Acres Charlotte Mecklenburg County, North Carolina
Dear Madame and Sirs:
On behalf of my client, Mr. Barry Love of American Asset Corporation, Inc., I am providing you with the
following information concerning the proposed Shopton Ridge Business Park at the intersection of Sandy
Porter Road and Shopton Road, near and Interstate 485 for your consideration. The project site is located
in west Charlotte, Mecklenburg County, NC.
Project Information
1. Name of proiect: Shopton Ridge Business Park
2. Location: Mecklenburg County Nearest Town: Charlotte
3. Property Identification Number: 20146106, 20146109, 20146124,
20146123,20146129,20146130
4. Directions: Interstate 485, Exit NC Highway 160 (Steele Creek Road) go north; right turn on
Shopton Road; site it at the intersection of Sandy Porter Road and Shopton Road.
5. Site coordinates:
6. Property Size:
35.1671 N; 80.9502 W
161.76 Acres
7. Name of nearest receiving body of water: UT of Coffey Creek
8. River Basin: Catawba

�t
9. Existing Conditions: The project area is experiencing rapid economic growth dues to it's
proximity to Interstate 485. Other commercial and residential developments are currently under
construction in the vicinity. The site is partially constructed with earlier phases of the project. Due to
economic conditions since 9/11/01, development of the site was slower than initially expected. The
remaining undeveloped areas of the site consist of abandoned agricultural land and timbered wood
land in early to mid -succession.
10. Overall Project Description: The proposed project is a commercial transportation
distribution center and office complex with approximately 2,000,000 square feet. The project serves
the I-485, 1-77,1-85 transportation corridor as well as Charlotte Douglas Airport.
11. Purpose of Proposed Work: A road crossing is required to access the site from Sandy
Porter Road. The road crossing is at the head of the unnamed tributary of Coffey Creek. The proposed
road crossing is 340 linear feet.
12. Project History: A permit for stream and wetland impacts were issued by the USACE (Action
ID. 200030481-482) and NCDENR — DWQ (DWQ # 000250) on April 10, 2000. The stormwater
management plan was approved by NCDENR-DWQ on June 20, 2001. The USACE permit included
approximately 1,810 linear feet of stream impacts by road crossings, dam construction, and
inundation. Approximately 0.65 acre of headwater wetlands were permitted to be filled. Mitigation
was required for 0.65 acres of wetland impacts. The intial plan indicated a bottomless arch culvert of
approximately 150 feet long to span the creek in the vicinity of the proposed crossing. The NCDENR
401 WQC permitted approximately 0.98 acres of wetlands; 1,990 linear feet of stream by culverting
and flooding
Actual impacts are less than what was permitted overall. Impacts include approximately 0.65 acres of
wetland impacts and approximately 1607 linear feet of streams impacts due to road crossings, dam
construction and inundation Approximately 0.65 acres of wetlands were constructed downstream of
the dam as required.
Prior to development the site jurisdictional Waters of the U.S./Waters of the State included 3800
linear feet of important stream (intermittent and perennial); 400 linear feet of unimportant stream
(intermittent); and 0.65 acre of wetland.
Preliminary identification and delineation of the Jurisdictional Waters on the site were determined
according to the Corps of Engineers Wetland Delineation Manual, Technical Report Y-87-1, 1987,
with Appendices. Preliminary data gathering included review and interpretation of topographic maps;
USDA Soil Conservation Survey; aerial photographs, and preliminary site visits to selected areas.
Then the Routine On -Site Determination Method was utilized to determine the upper boundary of the
wetlands. In order to make a positive wetland determination indicators of hydrophytic vegetation,
hydric soil, and wetland hydrology must be identified as described in the manual. The wetland
boundary and surface waters were identified in the field by Leonard S. Rindner, PWS and were
reviewed and verified by the USACE (Amanda Jones).
The approved map has been used for planning and potential permitting purposes. Hydrophytic
Vegetation has been identified according to the National List of Plant Species That Occur in
Wetlands: Southeast (Region 2), US Department of the Interior, Fish and Wildlife Service.
3

0 k
Hydric Soils
None of the soils are listed as Hydric according to the National List of Hydric Soils, 1991, however
inclusions of hydric soils occur within Monacan (Mo) soils in depressions and level drainage ways.
Hydric soils are defined as soils that are saturated, flooded, or ponded long enough during the
growing season to develop anaerobic conditions in the upper part.
13. Future Project Plans: Additional stream and wetland impacts are not expected for the
project.
14 Proposed Impacts to Waters of the United States/Waters of the State: Proposed impacts are
to approximately 340 linear feet of perennial stream in conjunction with a road crossing to gain
access to Sandy Porter Road and to facilitate circulation within the project.
15. Impact Justification (Avoidance and Minimization): The road crossing is required to
provide truck and vehicular access to and from Sandy Porter Road to serve approximately '/z of the
project site and to provide through access. Other access points are limited due to surrounding
residential areas. The access point to Sandy Porter Road is the minimum distance to the intersection
of Shopton Road. A bottomless culvert is not practicable due to the length and height of retaining
walls. The height of the proposed crossings is dictated by the maximum allowed slopes for safe and
efficient circulation as well as what is required to meet grades on Sandy Porter Raod. It is expected
that the cost of a bottomless culvert and the wing walls would exceed $500,000 to $1,000,000. The
alternative of moving the road south to cross the road at a perpendicular angle is impracticable. While
it reduces impacts by approximately 100 linear feet, it requires approximately 320 linear feet of 30' to
40' high retaining wall to preserve that 100 linear feet of stream. The cost of these retaining walls is
generally equivalent to the cost of a bottomless culvert. Eliminating the retaining walls, leaves the
remnant stream in a +/- 40' deep depression and creates dead -ends in parking lots causing unusual
turning issues for truck traffic. Moving the road above the head of the stream would require the loss
of 108,000 SF of distribution warehouse space and create a potentially unsafe reverse curve situation.
To minimize the extent of the stream impacts 2:1 slopes will be utilized for the fill slope. Project
construction will strictly adhere to an approved Sedimentation and Erosion Control Plan.
DETERMINATION of NO PRACTICABLE ALTERNATIVE
This project is designed to take advantage of the transportation system enabling the region to be
served. Vacant buildings resulting from poor planning and improper design create eyesores within
the community. Reducing the size of the buildings, difficulties in accessibility and compromising
engineering requirements and safe access does not meet current design standards and can severely
jeopardize the success of the project in this highly competitive industry. Therefore it would not be
feasible as a project. In conclusion, due to the site planning constraints of a development of this type,
large contiguous areas must be graded for building pads, parking, and access roads. To balance the
environmental consequences of these unavoidable impacts to surface waters and wetlands the
developer has proposed minimization measures and has proposed a compensatory mitigation plan.
16. Mitigation: The developer is proposing to mitigate for the proposed stream impact through
a contribution to the North Carolina Ecosystem Enhancement Program for 340 linear feet of stream
impacts. In addition, the perennial stream and the remaining intermittent streams will be preserved.

17. Stormwater: A stormwater management plan was developed for the entire project and
approved on June 20, 2001 (see attached letter). The Stormwater Management Plan was designed
and implemented for the project to meet the 401 Water Quality Certification requirements. The
Stormwater Management Plan includes facilities that will attenuate the first inch of runoff over a 24-
hour period. Water is released over a 2 to 5 day period. Discharge velocity will be less than 5 cfs. The
stormwater management facilities were designed to meet or exceed the requirements in NCDENR
Stormwater Best Management Practices, April 1999.
Endangered Species and Cultural Resources
Based on a field survey the proposed activity will not affect species, or their critical habitat, designated as
endangered or threatened pursuant to the Endangered Species Act of 1973. The survey conducted by
Habitat Assessment Restoration Program is included in this report.
There are no indications of any existing structures or archaeological sites on listed on or potentially
eligible for the National Register within the study area. According to the latest published version of the
National Register of Historic Places for the presence or absence of registered properties, or properties
listed as being eligible for inclusion therein, this site is not registered property or property listed as being
eligible for inclusion in the Register.
The requested permit has considered an evaluation of the probable and cumulative impacts and its
intended use on the public interest. Based on a comprehensive analysis we believe that this proposal
complies with the Environmental Protection Agencies' 404(b) (1) guidelines. The economic benefits of
this project have been balanced by a mitigation plan to minimize and balance the environmental
consequences. The proposal reflects the national concern for both the protection and utilization of
important resources. Relevant factors included in the proposal include general environmental concerns,
wetlands, cultural values, fish and wildlife values, land use, water quality, considerations of property
ownership, and in general, the needs and welfare of the people.
Aquatic Habitat
The aquatic systems in the project area consist of headwater wetlands, intermittent and perennial
tributaries of Coffey Creek. A variety of wildlife is supported by these systems including mammals, birds,
reptiles, amphibians, fish, insects, mollusks, and crustaceans. Therefore strict adherence to an approved
erosion and sedimentation control plan will be maintained during the construction period in order to
control degradation of water quality downstream and protect the areas to be preserved. Impacts from
hazardous materials and other toxins to fish and aquatic life such as fuels will be avoided by not
permitting staging areas to be located near surface waters. Also, as required by the 401 Water Quality
Certification conditions, measures will be taken to prevent "live" or fresh concrete from coming into
contact with waters until the concrete has hardened.
CONCLUSION
The 161 acre development will provide important economic benefits to the region. Based on the value of
the jurisdictional waters and wetlands on this site the developer has chosen to balance the site's economic
viability with its environmental value and permitability. The goal of the proposed stormwater treatment
and mitigation measures is to help balance the environmental consequences of this development.

Please contact--- e you have any questions or require additional explanation. Thank you for your
consideration.
Sincerely,
,f.
'Leo S. Rindner, PWS
Environmental Planning Consultant
Professional Wetland Scientist
cc: Mr. Barry James
American Asset Corporation
3800 Arco Corporate Drive, Suite 200
Charlotte, NC 28273
Phone [phone]
6

v
Do -01so
APPLICATION FOR DEPARTMENT OF THE ARMY PERMITI OMB APPROVAL NO. 0710-0003
(33 CFR 325/ Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for falling to comply with a collection of information if it does not display a currently valid OMB control
number, Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
ITEJNS 7 THRU 4 TO I
E FILLED BY THE CORPS
1. APPLICATION NO.
2. FIELD OFFICE CODE
3, DATE RECEIVED
4. DATE APPLICATION COMPLETED
/rrIpme RFI nW rn All: ru rCn RV Anal MAS/n
5. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE tunepmrwrnnrregoGedl
Mr. Barry James
Leonard S. Rindner, PWS
6. APPLICANT'S ADDRESS
American Asset Corporation
9. AGENT'S ADDRESS
3714 Spokeshave Lane
3800 Arco Corporate Drive, Suite 200
Matthews, NC 28105
Charlotte, NC 28273
?. APPLICANT'S PHONE NOS. WtAREA CODE
10. AGENT'S PHONE NOS. WlAREA CODE
a. Residence
a. Residence
b. Business 704 295 4005
! b. Business 704 904 2277
STATEMENT OF AU ION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
IWi�
DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE srcrosrruCTrxaC PAYMENT
Shopton Ridge Business Park
RECEIVED
13. NAME OF WATERBODY, IF KNOWN rr«pjlra,6reJ 114. PROJECT STREET ADDRESS rre,,,,c,Atde)
Unnamed Tributary of Coffey Creek
15, LOCATION OF PROJECT
Mecklenburg NC
COUNTY STATE
Site is located at the Intersection
of Shopton Road and Sandy Porter Road
near Interstate 485 - see attached
location map.
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, tsce,mstnxtwns)
Site is located near Interstate 485 at Shopton Road and Sandy Porter Road
17. DIRECTIONS TO THE SITE
Interstate 485; exit NC Hwy 160 (Steele Creek Road) ;right turn on Shopton
Road; site at the intersection of Sandy Porter Road and Shopton Road.
ENG FORM 4345, u 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR)

18, Nature of Activity {Ucscrrpinn nr piyecr, ,�w tix�, ea rcwerest
The project is commercial business park that includes large trucking
and warehouse facilities and offices. Features include buildings, parking,
stormwater treatment facilities.
19. Project Purpose KMnatlwe the roew or purpose of the 1ruim, see mwrucri wj
A road crossing is required to access Sandy Porter Road and to create
functional and safe circulation within the project site.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20, Reason(s)for Discharge
Discharge of fill is required to create a road crossing that will meet the
elevation of Sandy Porter Road and allow access into proposed parking bays
and loading dock areas.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Structural fill be utilized over a proposed pipe to support buildings and
roads and parking areas
22. Surface Area in Acres of Wetlands or Other Waters Filled (sm Ir owttonsi
Approximately 340 linear feet of stream is proposed to be filled for this
road crossing (+/- 0.05 acre)
23. Is Any Portion of the Work Already Complete? Yes X No — IF YES, DESCRIBE THE COMPLETED WORK
See attached documentation and plans. An earlier phase was completed
utilizing Nationwide Permit #26. Action ID 200030481-482; DWQ 000250
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here,
please attach a supplemental list).
See Attached List and Map Key
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
ARFNCy TVPF AOPRnVAI • Inc1JT1C1r AT1nld 611 ulnrn -- wnn..r
Charlotte
Rezoning
99-35C
Charlotte
Stormwater
GR2001024
1/17/01
6/28/01
CMPC
Subdivisior
SCM12006017
9/13/2006
'Would include but is not restricted to zoning, building and flood plain permits �-
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
application is complete and accurate. I further certify that I possess the authority'to undertake the work described herein or am acting as the
duly authorized
agent of the applicant.
SI RE OF APPLICANT t DATE L SIG URE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity lapplicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than 810,000 or imprisoned not more than five years or both.

LEONARD S. RINDNER, PWS
Environmental Planning Consultant 3714 Spokeshave Lane
Professional Wetland Scientist Matthews, NC 28105
Land Planning Tele: [phone]
Fax [phone]
March 12, 2007
Mr. Barry James
American Asset Corporation
3800 Arco Corporate Drive, Suite 200
Charlotte, NC 28273
Phone [phone]
Re; Shopton Ridge Business Park
Dear Mr. James:
In order to interface with the United States Army Corps of Engineers and the North
Carolina Department of Natural Resources I will need your authorization. Please sign the
following statement:
This letter authorizes Leonard S. Rindner, PWS as our firm's agent in matters related
to Waters of the U.S. and Waters of North Carolina for the referenced project site. This
includes interfacing with the United States Army Corps of Engineers and the North
Carolina Department of Natural Resources.
J .. V. 3
Name anil 7Ytlete
D
Please contact me if you ave any questions or require additional explanation. Thank
you.
Sincerely,
Leonard S. Rindner, PWS
Environmental Planning Consultant
Profession Wetland Scientist
[e-mail]

oav`5 m o
Dorcas Ln
0.0"
p�oQ`haOr
..
Markswood Rd
' t
o N tDr' a� Ro
_ o '" -el Poro k•
°a p . Go8 0
co e O dwo
.
Sn tee%berry Or Gross O
ok,RrdBel�tj
LU
�oov`e Gerald Dr
-
Dixie
River
O`
mO PROJECT
.,
Rd
me
FTeen
< m
o� /
2c
O
Park Cr ' d
ox '
1
�
or
i
L1
Q°
\
C:)
o
A—
V
shopkon Rd
�e f Shopt_on Rd -
_
- .
m j
11111x11++1
La i.
9den G L
n ate
'-"""Carvin
am n
gto Gak
Be a1Av
_
5
Dr
c d�P� Dr
v
y`
est--
Rd W _
�
k
Williams Glenn Rd
nM
os'h baso White C
as
a ak�Oln
o
m
,
a Cady/i/
lend Gran tRd
Riverdale Dr
n
. CD
x
acFcobsF
Ja Fork In
0� Snow
Creek
S
In
n
MoreOr
z
Olde
Whitehall 0/0,.
Rd od
G�
ark
g o
a 9
Q
o
v
D
Ot a/e�
K
a e°O
C 0
m
��
-_. Br
C9 cc a
m C
Rd�
a
j'%
b
g�Gr�
a
T�
�
Ln
.`r
�D
°wn�Grier `tdoo .''..
Rd Brow t�J wo l
-'"
n,9rier
' 4w
7o
°
GAO Goo
e° Thant '
+ e/d
ae I
Cecelia
Rd
Rd Gr
�r en
P
�
_
Ste.,/
m`
O
-r o i
oo
Co
Sir ,
%
o n,
aks Or L)
' Cannarti Dr�0' cof. Or
Cox—Dr (
D_ingess Rd
BURTON r Dr ct 5Qa Meadha�e 9�0 ��raha'!o'es
ENGINEERING ret Pine
-- ASSOCIATES Q�a° °or `w, haaa any
CIVIL ENGINEERS woe p
LAND PLANNERS
1 inch equals 2,000 feet
SHOPTON RIDGE
BUSINESS PARK
LOCATION MAP

� / r r , \��^ �h✓"ti<` (" �"rt � t�'4 �ryt�¢`� �',�� :.%� � s, '"" �'� � p * , ���"'� � �,#r �-'` r �,,,,� �+1� 1
�N `'. :J /,,{.. ii 1V p . • 11 ,! t(ir`C l`�t �°`++ '"�.�j� '" ,/k+y'�i r f
i � I IA$ i -.f t��f. /j� ��f.._F /'""„�' ..v^�"''� ii �n ��f �"��{i. � '�-' t.•t.T.,' f` %(+'l t i J- a � t it M � .2i� . , + _
� x i \ .w,�"/� ' rr N +t �4 sir r j'i� t r wr N' � ti`•
t
>1 { /f'` r✓c 1 pt �'J +f�1 �.•' 'y `y`\ f ,�.p ,Y � 5 t �� r}ley t r / �G /f.11 14 p}�y f+; V /r
r j A t` 7 � O�pF Ji' r/ j�� 1 �+��, �p S l." J; •.fit � �j {t � � q� r � * � � '� ��p��,� +. tt � �y
I' I t x+TM � „4^.'� --.a-_ �. � t � _ `� i' d �� \< w, � � \ \ wµ, : � �-•� t .. / iill .) [ �� r ati \4" �. *�.
,t 1� r+ ,df(�!t/ �' S✓'� ���b�% �� ,yy.�r l +.t { ��✓£,'�� ��t ;,�J �tf � � :. �r � t^ t t-'k"� � y.n Y �'r.� J
Al' ✓ +"'�'b � J✓ �, ✓-f 3i \`'rf i tl ! � u� F 2 t � h
°ttT,J ) y 0
y
"
' v\\\ 1 �rt \�} l`J F4.� t f( a1 �x ,�(•
(j
� -. r , i � jj � t r� , ti,✓ "fit bk. � -.,i ' J/ � �(�
`6'`� , ItV 'r x+ ♦;, ; f J +� - ✓/ r, �tj-
4 r �_ N a °.� � A
��� .X J, ' �� ��+ mr .., x`,') ^.,.'�� Y�f � iiJt�'_ � ,ti�Syi "x'a wyis..y �t i�F�i,- 1_.. '. �lt ,r,i a' ✓� t �,.�:°tt
,t
� ,a ,r%�✓�'r j ,,,t ( rl o� y, 1 d a t sp o �r J �,. (,r„ ,,
,
i � a� � '� �, � � �k� � �,z !rr { �.' \ It �} ,F r.. q �.N+ � ti t � � i ���•� ''� '1
iAV
r`
All
jeer lhm"ti
1 ,
LdkAt
Ir � ` ��� r>'1�, I v (��' / ��`�, y`rj•/ `��. - ,•...".rr, y � [ t d�rW,,,. '�,�'w -.� `'` , s s �„„� r / t �
a
�� I ' '`yl�f"r' �� u'/ jr'" t � t I � � � ��:It ��•a� �
—AW .,d'
➢ _e � f �.. � .i � moi^'
f •: ; � ter ,t � "�cr V !fes\�f�^-.,f �. _ �„ �, � p+ " 1i „c.
TW
- -
t
Name: CHARLOTTE WEST Location: 035'09'57.8" N 080'56'44.1" W
Dato: 3/1212007
Scale: 1 inch equals 2000 feet
"%,i M2p 'n inc,

a HIM
INS
�iLLI"I\Nil�1)����������l�� - -�\w
— R � � 0 , WhA I Xt MMITIN 1
FAMI
O
�I
Q
35.1671
N,$0.9502
USGS
CHARLOTTE WEST

PaE
PB3
rA
DaB
�-PURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
y LAND PLANNERS
CeD2
PaE
MeD
CeD2
DaD
PaE
DaD
1 inch equals 500 feet
C
PaE
Ce
N PaE
PaF
L
SHOPTON RIDGE BUSINESS
PARK
SOILS MAP
t<.
/I

111WX
dr—
I f7l,aid
BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
I LAND PLANNERS
I ON M
1 inch equals 500 feet
4.
111WX
dr—
I f7l,aid
BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
I LAND PLANNERS
I ON M
1 inch equals 500 feet

0
4000 1 0,1
8 i
SEWER LINE
UIl l (w) - 2
iv
199,$7 'd 9I3,J3 00,
k � �
ZZI-3
YYI-39
WWI(w)-2
YY27(a - b)
SEWER LINE CROSSES (.
ENGINEERED CHANNEL
HEAD -CUT
EROSION
YVI(w)-8
WETLAND AREA CREATED BY
GRADING (NOT FLAGGED)
I DET. BASIN 1
�+4+ PER. STREAM (NOT FLAGGED)
A'�e'
MECKLENBURG COUNT -GIG
� r
r
••••••••• • ••......••• EPHEMERAL DRAINAGE
APPROXIMATE MAP — WATERS OF THE U.S
*FOR SURVEY AND STUDY PURPOSES ONLY
SUBJECT TO U.S.A.C.E. VERIFICATION
PPROXIMATE GPS LOCATIONS:
1(w)
N35 09.867 W80 56.995
(w)1-2
N3510.019 W8056.972
X(w)l
N3510.076 W80 57.044
1
N35 10.096 W80 57.067
39
vz
N35 09.977 W80 56.922
1-3
N3510.102 W80 57.073
NEW'
BLDG
IN
1 RET. WALL U
WETLAND POND
(NOT FLAGGED)
SANDY PORTER & SHOPTON
RD
WETLAND AND STREAM
DELINEATION
3-28-06

LM
rAo
k p3` z
` .
SHOPTON RIDGE BUSINESS PARK
2004 AERIAL PHOTOGRAPHY
Elk
#
LM
rAo
k p3` z
` .
SHOPTON RIDGE BUSINESS PARK
2004 AERIAL PHOTOGRAPHY

......................... EPHEMERAL DRAINAGE
APPROXIMATE MAP - WATERS OF THE U.S
*FOR SURVEY AND STUDY PURPOSES ONLY
SUBJECT TO U.S.A.C.E. VERIFICATION
SANDY PORTER & SHOPTON
RD
WETLAND AND STREAM
DELINEATION
3-28-06

0.50 ACRES WETLAND FXI T. I\�G 18B a�swta 18A
0/, , 102400 sq.
,� \IMPACTED NWP # 26 _. id240 � sq '\ftp
9D I
/I
60 LF STREAM
IMPACTED NNP -
N
� ��� ��� � CV�V�\'390 LF&960 LF—
\ �V�V��A \� V�\�\\ ��� INUNDATION TO STREAM �� ; �� �' A.
Z\�_f A\���\�� l�sA��VA \�� FROM W . POND�-
+ CONSTRUCTION
(51 42
PRE BAY
\\\��A
0.15 AC WETLAND,
V IMPACTED NWP # 26
\�a / \
A\II����A�����
400 LF UNIMPORTANT STREAM, ��/ t �� 3 %J y
NOT IMPACTED
NWP#261i��1�y
'V11
/PRE BAY
\
0.65 AC. WETLANDS CREATED
WATER QUALITY POND
"' �\ r NWP # 26 DWQ # 000250
-��'i��\��� ,C� � � V•� v� � �`—
CONSTRUCTED
DWQ # 000250�� \ Mll \'
— BURTON 62 LF STREAM IMPACTED \ \\ \\
ENGINEERING ��� � '� � EXISTING CONDITIONS MAP
ASSOCIATES FOR DAM NWP # 26 \ \ \
CIVILENGINEERS 2005 TOPOGRAPHY
LAND PLANNERS 135 LF STREAM IMPACTED
5950 Fairview Rd. - Sure 100•Chad0Be, NC 28210 FOR DAM NWP#26��\\\ SCALE: 1°=400e
(704) 553de81 • Fax [phone]
mV
V
SH PTON ROAD (S. R. 1155)
�
20
0.50 ACRES WETLAND FXI T. I\�G 18B a�swta 18A
0/, , 102400 sq.
,� \IMPACTED NWP # 26 _. id240 � sq '\ftp
9D I
/I
60 LF STREAM
IMPACTED NNP -
N
� ��� ��� � CV�V�\'390 LF&960 LF—
\ �V�V��A \� V�\�\\ ��� INUNDATION TO STREAM �� ; �� �' A.
Z\�_f A\���\�� l�sA��VA \�� FROM W . POND�-
+ CONSTRUCTION
(51 42
PRE BAY
\\\��A
0.15 AC WETLAND,
V IMPACTED NWP # 26
\�a / \
A\II����A�����
400 LF UNIMPORTANT STREAM, ��/ t �� 3 %J y
NOT IMPACTED
NWP#261i��1�y
'V11
/PRE BAY
\
0.65 AC. WETLANDS CREATED
WATER QUALITY POND
"' �\ r NWP # 26 DWQ # 000250
-��'i��\��� ,C� � � V•� v� � �`—
CONSTRUCTED
DWQ # 000250�� \ Mll \'
— BURTON 62 LF STREAM IMPACTED \ \\ \\
ENGINEERING ��� � '� � EXISTING CONDITIONS MAP
ASSOCIATES FOR DAM NWP # 26 \ \ \
CIVILENGINEERS 2005 TOPOGRAPHY
LAND PLANNERS 135 LF STREAM IMPACTED
5950 Fairview Rd. - Sure 100•Chad0Be, NC 28210 FOR DAM NWP#26��\\\ SCALE: 1°=400e
(704) 553de81 • Fax [phone]

v
/ il�\
FORAM
,RIPRAPAPRON
tl50 6 / I
THICKNESS -9
m i
Q \
\
S.W.I.M. BUFFER DISTURBANCE ALLOWEDAS PART/
OF MITIGATION APPROVED BY STATE AGENCY 6
PURSUANTTO SECTION 401 &404 OF THE FEDERAL
CLEAN WATER ACT.
-
CITYCHARLOTTE ZONING ORDINANCE
TSECTION 12.8082 (h)
WATER QUALITY OUTLET STR.
SEE DETAILS
v�v A)' �I �O�• v �v v v
`\ \ \ \b' WTLET PIPE TOMFNTAIN
— —_
A Posrt GG wARo MOPE A A v v v
\! \ \ \ \ IP RAP AP�ON \ \ \
\Iw RRo PW -os` a42/ \ Aso=13 \ \ \ \ \\ \
TO 8 npICKNEgs .�a.
FES (SUBMERGED) \ \ \ \ i�
s 24.0
INV -3 ~ \ 61 \ \
"4,,�•v� N
��'�,.,
_. — - �` >O \ - -- \\ \ \ �\\ � `\ \\ \` i •`\ \ \ �Q � \INV SPILLWAY 1 \ \ � \
32.50 \
'INV SPILLWAY
� \ \SBO � _ _ \ \\ \ ` _•L`���F\\ � \\ \\ �\ =33.75
N 0\` PRIMARY OUTLET STR. h \ FES_ \
�& EMERGENCY SPILLWAY\v • ♦
C/ \ INV=830.5\
O�C , R 6EE DETAILS THIS SHf.)
��•.�� v v
TRASH Im b P
GUARD63o
3� \
1
NV. OUT= 17A 20178'\
— _ A rs 2 i •P �I \
�, DWA -\ \ S #ZO.PROP. WETLANDS OR REVIEW
A
l LL
S.A
❑ vv Rvv, �� N ,6 v A _ v . v
DEEP WATER POOL•
12" SMOOTH \� `� \ 52' - 60" RCP
/ WALL PIPE',\� D.50� •\ \ �� / \ \ \
RIP RAP APRON'i\`
D SEE DETAIL SHLIN
EET
N EMERGENCY SIPHON e5o=t3 \\\\ \ \ � \ \\\`, I\ \\ \• •\ \ — — J \ \ \�� �. =
CO (SEEDETAILSHT. C5) \�� \\� \\\\�\\\\�>`- • \ \\.\ \• \ `�%5����
EXISTING
v ..
�, vvv THREADED vv. WATER QUALITY POND
\� WATERTIGHT
c -ENDCAv v '�� r �.• SCALE: 1"=150'
v.��
6 10- RIP RAP DATE: 03/01/07
SPILLWAY
(9 EfAiuTRIGHT1
7�•A
a

DROP INLET
FRAME 8, GRATE
ELEV•28.80
� 1" RUNOFF VOL.
PEAK STAGE - 28.60
STEPS @ 1'-2'
FT�l
(CMLOS #20.12)
6"
6"PVC
12"
INV- 26.0
6 " 0 PVC
LITTORAL SHELF (6:1)
(FROM W.Q. POND)
INV- 26.0
=zl
ANTI -SEEP COLLARS
O
PERM. POOL 26.0
O
30" x 30" x 12"
INV. 26.0
GROUT
WATER TIGHT
L22"j
6"PVC
PRECAST BOX STRUCTURE
(TMP)
INV- 26.0
TINDALL 2234 SERIES
34"
(TO WETLANDS)
OR APPROVED EQUIVALENT
( INSIDE DIM'S 22"x 34")
WATER QUALITY OUTLET STR. X -SECTION
NTS
MANHOLE
BOTTOM OF
ELEV - 33.0
FRONT ELEVATION
NTS
y 100 YR PEAK STAGE - 32.30
RECTANGULAR OPENINGSy 10 YR PEAK STAGE- 30.30
(SEE SHT C5 OF 6
FOR WEIR DETAILS)
OR APPROVED EQUIVALENTy 2 YR PEAK STAGE = 28.80
( INSIDE DIM'S 72' x 96" )
V 1" RUNOFF VOL. PEAK STAGE • 28.60
GROUT
WATER TIGHT
(TYP.) LITTORAL SHELF (6:1)
PERM. POOL 26.0
4RCP1 24"INV. 22.50
0 0 0 0 0 0
12"
10'x 12'x 24"CONCRETE•!• r' "' "++'"�'ANTI-FLOATATION BLOCK`24 !'•' ••
WITH 3/4" 0 ANCHOR
BOLTS @ 12" OIC 72"
PRIMARY OUTLET STRUCTURE X -SECTION
NTS
(SEE DETAILS SHT. C5)

4 4
PRE -BAY STORAGE PERM. POOL ELEV. = 26.0 PRE -BAY STORAGE r PERM. POOL ELEV. = 26.0
tr ;� 1r ,7
RIP RAP -CLASS 1
1=V-
ELEV. = 20.0
ELEV. = 20.0 ELEV. = 20.0 ELEV. = 20.0
EARTH FILL
RIP RAP -CLASS 1
FOREBAY
BERM SECTION A -A
# 57 WASHE'
STONE
NTS
FOREBAY
BERM SECTION C -C
36 ft
ROCK
RIP RA
\ \
RAP RIP SPILLWAY
BERM SECTION B -B
NTS
X -SECTION
NTS
NTS
6" ROCK 10'
RIP RAP
6"
olf
ELEVATION
NTS
RAP RIP SPILLWAY
@ PROP. WETLANDS

POND MAINTENANCE NOTES
POND MAINTENANCE IS THE RESPONSIBILTY OF THE AMERICAN ASSET CORPORATION AND/OR IT'S
DESIGNATED PROPERTY MANAGEMENT ASSOCIATION.
1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY
THE FOLLOWING ACTIVITIES SHOULD BE PERFORMED.
A. INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION,
EROSION, TRASH ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION.
B. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT DRAW DOWN
OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED.
2. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN GOOD
VEGETATIVE COVER, MOW VEGETATIVE COVER TO MAINTAIN A MAXIMUM HEIGHT OF SIX
INCHES, AND REMOVE TRASH AS NEEDED.
3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES,
RIP -RAP, ETC.) QUARTERLY TO MAINTAIN PROPER FUNCTIONING.
4. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM ANNUALLY
OR WHEN DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH (SEE DIAGRAM
BELOW). REMOVED SEDIMENT SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND
SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER QUALITY
(I.E. STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.).
A. THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL
BE SUCH THAT IT WILL GIVE AN ACCURATE DEPTH READING AND NOT READILY
PENETRATE INTO ACCUMULATED SEDIMENTS.
B. WHEN THE PERMANENT POOL DEPTH READS 621.5 IN THE MAIN POND,
THE SEDIMENT SHALL BE REMOVED.
C. WHEN THE PERMANENT POOL DEPTH READS 621.5 IN THE FOREBAY, THE SEDIMENT
SHALL BE REMOVED.
PERMANENT POOL EL. = 626.00
SEDIMENT REMOVAL EL. = 621.5 7 7I
T REMOVAL EL.
BOTTOM ELEV.= ap
\ 25%
BOTTOM ELEV.= 620.0
FOREBAY MAIN POND
5. REMOVE CATTAILS AND OTHER INDIGENOUS WETLANDS PLANTS WHEN THEY COVER 50% OF
THE BASIN SURFACE. THESE PLANTS SHALL BE ENCOURAGED TO GROW ALONG THE
VEGETATED SHELF AND FOREBAY BERM.
6. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE
FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN (MUD PUMPS) SHALL BE MINIMIZED
TO THE MAXIMUM EXTENT PRACTICAL.
7. ALL COMPONENTS OF THE WET DETENTION BASIN SYSTEM SHALL BE MAINTAINED IN GOOD
WORKING ORDER.
is
TOP OF DAM 33.0
BOTTOM OF BOX
ELEV = 33.0
3
,r
RIP -RAP APRON EMBANKMENT
60' RCP
ANTI -SEEP COLLARS
108• x 108"x 12'
STEPS @ V-2' O/C, ALIGN _
WITH MANHOLE OPENING
X -SECTION THRU DAM
@ PRIMARY OUTLET STR.
NTS
100 YR PEAK STAGE = 32.30
10 YR PEAK STAGE = 30.30
V 2 YR PEAK STAGE= 28.80
1' RUNOFF VOL. PEAK STAGE = 28.60
PERM_ POOL 26.0
12' WIDE LITTORAL
SHELF (6:1)
1 �\ PERMANENT P i L
CLAY OR GEOTEXTILE LINER
(IF EXISTING SOILS ARE PERMEABLE)

t=,
z zk U iKu -FXVCK-�,
o Z
;L ka
ly
PROP. 10
Z 18E Q Pb��3 6 -1 -
3\ palb
ks
7— 7_
11 0 uu res0 5t-iARED-
tL
—f27— \
i , 'T7
14
WG, 44
PROPOSED
CREEK CROSSING x \ \ \ Ajo
y�
SEE EXHIBIT A i . " I
3
a
-9\6 N
F\\\N "'V\\
it --o
0- fi Lo \Nvwminau,
Ll C(
LLI
C9
2
.0 7 I,
c
1E\
2 \M
BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
\I,
LAND PLANNERS
5950 Fairview Rd,- S -d- 100• Ch -11-8e. MC 28210
QN) 5534881• Fm (7") 5538860
EXISTING
WATER QUAL" POND
CONSTRUCTED —
DWQ # 000250
7-
4/
EXISTING
FOREBAY
PROPOSED CONDITIONS MA\\�� \I
SCALE: 1 "=400'
DATE: 03/01/07
Z 4U
SHOPTON ROAD (S.R. 1155)
4V
Z <
Q�
0
F—
j ¢
BLDGBLDG,/�
x1U0,
z
— IDA
LL
10 q�
/ I
102.400 a% fL
�� \ \.
u CL
> ,
t=,
z zk U iKu -FXVCK-�,
o Z
;L ka
ly
PROP. 10
Z 18E Q Pb��3 6 -1 -
3\ palb
ks
7— 7_
11 0 uu res0 5t-iARED-
tL
—f27— \
i , 'T7
14
WG, 44
PROPOSED
CREEK CROSSING x \ \ \ Ajo
y�
SEE EXHIBIT A i . " I
3
a
-9\6 N
F\\\N "'V\\
it --o
0- fi Lo \Nvwminau,
Ll C(
LLI
C9
2
.0 7 I,
c
1E\
2 \M
BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
\I,
LAND PLANNERS
5950 Fairview Rd,- S -d- 100• Ch -11-8e. MC 28210
QN) 5534881• Fm (7") 5538860
EXISTING
WATER QUAL" POND
CONSTRUCTED —
DWQ # 000250
7-
4/
EXISTING
FOREBAY
PROPOSED CONDITIONS MA\\�� \I
SCALE: 1 "=400'
DATE: 03/01/07

❑
Z
O
18F
�
18C
~
o
p
cn
710
�
F.
.E. = 709.0
0
Z
Q �
� U
= U
c�uj
z
a �
F.F
E. = 710.0
PARKING
m
� W
`� N 710
J
U
-- —
, _ COT—
3TOq°
U LU
W
p
�
.� ❑ ��
�—�� /
LL
L:20
IL
roo
ol
�
�
700
700
690
690
w
a
Q
680
680
a�'
c�
0
O
!z
a
0
CO
670
670
X
W
H
SHO
TON RIDGE
0
'
660
660
QF
0
SCA
a`
CROS
SECTI
N "A"
ELEV = 648
0
3
HRU B
ILDIN
SITES
0
a
650
72"
TM. DRAT
� =
640
650
ATE: 03-06..07
s
a 120 100 80 60 40 20 0
SCA
E:
OR. 1"=120'
ELEV = 648
0
640
640

BEGIN STREAM IMPACT' �\ \� Po\
02
- - 00
- 98 v v v v
94 6
92 ro a
92 �� - g4 9
--�`
v C�B -PROPOSED SHOPTON RIDGE ROAD �
60' PUBLIC R/W , -
+00 y i v v 1 O0 v�\ - v +0
-
g2 9 v V v � 00 0 3=
9080
v
W -- — --
60 _ - -- -- -- -_
U \
3 \ \ -LENGTH OF STREAM
ci
IMPACT = 340 LF
EL
--
\ HEND STREAM IMPACT
A \INV 6 y8 0
\ v v�s EXHIBIT A
1n = BURTON \ \ \ 66 RIP RAP APRON \ \ \\� \ PROPOSED
m
ENGINEERING v v A \ \ O �cS \ A
4 ASSOCIATES \ LENGTH = 62 LF o \ CREEK CROSSING
N LAND ENGINEERS
LAN ERS \� \ \ \ \ \ \ SEE ATTACHED CALCS)� �� \ ��_
\ \ \ \ \ 1 ;\ SCALE: 1 -40
5950 F(7 )5R1 - 100•Cn)5l3e8NC 28210 \ \ \ \
(104) 55J-8881 • Fex (]06� 5534880
a

700 700
690 690
680 680
670 670
660 660
N
e
650 650fn
to
to2
60 40 20 0 20 640 640
3
9
a
60 RNV
2
HANDRAIL
G ARDRAIL
SCALE:
VER. " = 10'
XHIBI B
PROPOS D
CREEK CROSSING
-SECTION
N
72" STM.
RAIN
INV HW -9
ELEV = 648.
700 700
690 690
680 680
670 670
660 660
N
e
650 650fn
to
to2
60 40 20 0 20 640 640
3
9
a
60 RNV
2
HANDRAIL
G ARDRAIL
SCALE:
VER. " = 10'
XHIBI B
PROPOS D
CREEK CROSSING
-SECTION

WW20oa
Input:
t
SA0
Based on Army Corps of Engineers Reports H-70-2
H-72-5, and N -J. Standards for Soil Erosion and
Sediment Control (1999)
Pipe Diameter, Do
72
Inches or 6 Feet
(IN.)
Peak Flow, Q10
303
CFS (Always use FULL FLOW)
2
Tailwater depth, Tw
3.2
Feet ( If Unknown, use 0.2 x Diameter in Feet)
5 .
8
12
1
Desi n:
10
La = (1.8 x Q/Do) +713o,
Do"0.5
3(Q/Do If TW <Do/2, Wa = 3Do + La
Do"0.5 If TW > Do/2,Wa = 3Do+ 0.41-a
Apron Length, La =
61.8
Feet Long
Apron Width, Wa =
42.7
Feet Wide (Only if no well-defined channel downstream)
dso toneSize =
0.93
dsa in Feet
11,2
dso in Inches
3-3
dso = 0.016ITV11 x (q) '
RIP RAP GRADA. TION.PER NCDOT.SPECIFICATIONS
RIP RAP
MINIMUM .
" MIDRANGE
MAXIMUM
CLASS
(IN.)
(IN.)
(IN.)
A
2
4
6
B
5 .
8
12
1
5
10
17
2
9
-.14.
23
SOIL TEXTURE.
ALLOWABLE VELOCITY
Sandy Loam
2.5 fps
Silt Loam, Loam
3.0 fps
Sandy CIa loam
3.5 !PS
Clay Loam -
4.0 fps
Clay, fine Gravel
5.0 fPS
Cobbles
5.5 fps
iz{r zop procedo-re te9u>i yQd 6y C;+y 6-F Cha)-Jo4e.

Channel#1
DA
=
54.0 AC
Q,O=
0.80
x 7.03 x
d10
3.16
FT
V10
8.4
FPS
D
4.0
FT
W
26
FT
Left Slope 3 H:V
Right Slope 3 HN
Bottom Width 2 FT
Mannings"n" 0.0350
Slope 0.0200 F-r/FT
N �1L:Ycel f ertepletes45tMtnUfairrayeV7ih;hey'f.xiS
54 303.7 CFS
Mannings n Values
Asphalt Conc
0.014
Bare Earth
0.020
Concrete
0.015
Gabion
0.030
Grass
0.030
Plastic
0.013
Shotcrete
0.017
12/18/2006

NOTES:
1_ CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH. WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
R!PRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL, BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE MOTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
B. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DES!GN MANUAL FOR DESIGN DATA.
OUTLETLa W1 W2 'T H
Nu, t�2 13 36
� f
I
I
d5O (see fig 8.06 Gdtb 'NC SEDIMENT AND EROSION CONTROL MANUAL-
dmm - 1.5 x d50
T — 1.5 X Jmax.
v"
PLAN
B
__
k" wcc )
NATURAL GRADE
T "CKNESS)
NOTE: —LAYER OF Fl
MINIMUM H-2/3 pyE DMMETER
SECTION B—B
LTER FABRIC
CITY OF CHARLOTTE RIPRAP APRON AT PIPE OUTFALLS
LAND DEVELOPMENT STANDARDS OTHER THAN AT SWIM
#:��=l LIPID 111- INCLUDES CHARLOTTE ETJ 20.23

--�---FF.E_��0
T ^_
\\ 7rj
-- -
�� v PROPOSED RETAINING WALL
i 3,500 VERTICAL S.F. ±
TW- 4 V ' \ \ 6 `w \ ��
Bw=�66 \ ti B -
60y
03
ENGINEERING \\\ \ ALTERNATE ALIGNMENT # 1
ASSOCIATES
ICIVI ANOPLGINER \ \ STREAM CROSSING \
5850 Fbirview Ra.. S,,te 100.Ch,11I NC 28210 SCALE: 1 "-60'
(706) 55341881 •Fez (704) 55341880 \ \ \ \
DATE: 03/06/07 �

--PROP.NGQ 8
--F- F E 709,�)O
\\\ \ \\ \ '' \8 T86( �S�-FT,
7t_=
_7
0
A
04
N 'N�
CRCD
0
'4
zip
m
0
m
ENGINEERING ALTERNATE ALIGNMENT # 2
ENGINE ----
C? ASSOCIATES
CIVIL ENGINEERS STREAM CROSSING
LAND PLANNERS
5950 F,- Rd.. S,d, IN-Cha6o0e. NC 28210 SCALE: 1"-60'
DATE: 03/06/07
00
.;p
-.000 000ow

=�J
OPTON ROAD (S. ) e
Q '
[:fR
O'd�SED 18 PSC
'' ,
- 10\o4b0v q: fit• - 102
rr
w —
kP�OPOSED 18E
z I- �U X19 s ft.
\ ":-PRO OSE��E,
Q q'\ 128,000 s \
(PREVIOtSLY 108,N -O SF�
��
�j� vvyVv\ A A
—P-ROP PUBUC STREET —
MUST STAY OUT OFzt-
BUFFER AREA
o \\\ \\\
V�\U: ���AVAVA�\A �, �\'VA��� \ �_ �A ^��,
� F\UT�J R
��
0_
L -� V
°
CD--7:- ALTERNATE ALIGNMENT #3
STREAM CROSSING
v vv ,vv vv vwv�Av .
SCALE: 1 =200,
DATE: 03/09/07

SHOPT�ON ROAD (S.R. 1155)
24 1 25 126 127 I 28 129 I 30 131 Cy ' M 134 135 I 36 I 37 I 38
1 Mi I
23 I 30
D
I 22 a
m
L -m
21 p
i
C
i
BURTON
ENGINEERING
ASSOCIATES
CMLENGINEERS
LAND PLANNERS
5950 FArvlew RC.S ft 100• Cnedl . NC 28210
[phone] F"(7W 353.8880
LOT 5 LOT 4 1 LOT 3
MB 42-915 MB 42.915 MB 42.915
LOT 8 LOT 7 LOT 6
MB 42.915 MB 42.915 MB 42.915
z0 Q
Q O�
19 Qoa
�s O
17 v
LOT 2
' 6 MB 39.948
15
A.
39
vio
I
14
O�
V
13
12
1
SHOPTON RIDGE BUSINESS PARK
ADJOINING ADDRESSES
SCALE: 1"=500'
DATE: 03/13/07

Va. oo- 02GD
Shopton Addresses
1. Vickramjit Singh Shahid & 7. Ronald H. Stack
Mayra I. Sahid 4915 Pleasant Way Lane
13935 Dilcher Dr. Charlotte, NC 28273
Charlotte, NC 28278 DB 10324 — PG 005
DB 18493 — PG 481 201-461-21
201-461-05
2. Beth Maylou Kings 8. Ronald H. Stack
5017 Pleasant Way Lane 4915 Pleasant Way Lane
Charlotte, NC 28217 Charlotte, NC 28273
DB 11226 — PG 949 DB 10324 — PGO05
201-461-04 201-461-20
3. William A. Suttle & 9. John E. Dotson &
Ruby C. Suttle Diana R. Dotson
5005 Pleasant Way Lane 4900 Pleasant Way Lane
Charlotte, NC 28273 Charlotte, NC 28273
DB 04393 — PG 404 DB 13054 — PG 784
201-461-03 201-062-27
4. William A. Suttle & 10. Robert James McCoy Jr. &
Ruby C. Suttle Don Barclift Deshields, Jr.
5005 Pleasant Way Lane 3413 Shopton Rd.
Charlotte, NC 28273 Charlotte, NC 28217
DB 05749 — PG 240 DB 19277 — PG 982
201-461-02 201-062-16
5. Gary M. Young & 11. David Berglund &
Grace V. Young Esther Berglund
4919 Pleasant Way Lane 3525 Berglund Ave.
Charlotte, NC 28273 Charlotte, NC 28273
DB 04819 — PG 754 DB 17818 — PG 991
201-461-01 201-062-01
6. Ronald H. Stack 12. Jeanette B. Sneed
4915 Pleasant Way Lane 2891 Red Pawn Dr.
Charlotte, NC 28273 Clover, SC 29710
DB 10324 — PG 005
201-461-22 201-061-25
2-
13. Steele Creek L.P. 19. Terry J. Logan &

6100 Fairview Rd., Suite 640
Charlotte, NC 28210
DB 9064 — PG 072
201-051-06
14. Charles Howard Porter, Jr.
5014 Sandy Porter Rd.
Charlotte, NC 28273
DB 02132 — PG 097
201-461-12
15. Carlton Charles Epple &
Lori Shumake
4832 Sandy Porter Rd.
Charlotte, NC 28217
DB 10469 — PG 425
201-461-16
16. Peter J. Bishop
R/C/D/C Jogis
P.O. Box 36776
Charlotte, NC 28236
DB 19359 — PG 562
201-461-15
17. Hiep Dharr &
Phung Phi Huynh
4317 Horse Shoe Bend
Matthews, NC 28104
DB 21227 — PG 538
201-461-14
18. Terry J. Logan &
Catherine Logan
4937 Lebanon Dr.
Charlotte, NC 28273
DB 9032 — PG 133
201-461-18
-3-
25. Candance Rogers Elllis
4232 Shopton Rd.
Catherine Logan
4937 Lebanon Dr.
Charlotte, NC 28273
DB 9037 — PG 180
201-461-13
20. Charles Howard Porter, Jr.
5014 Sandy Porter Rd.
Charlotte, NC 28273
DB 02132 — PG 097
201-461-12
21. Dorothy Harris Edwards
2904 Patten Hill Dr.
Matthews, NC 28105
DB 01792 — PG 037
201-071-07
22. William D. Westall &
Joyce B. Westall
5101 Sandy Porter Rd.
Charlotte, NC 28273
DB 03090 — PG 509
201-071-08
23. Mark. A. Morgan &
Amelia M. Morgan
5127 Sandy Porter Rd.
Charlotte, NC 28273
DB 9133 — PG 605
201-071-01
24. Yan O. Lunn
1150 Upper Burris Rd.
Cantor, GA 30114
DB 20717 — PG 406
141-251-01
31. Stephen D. McGirt &
Terri L. McGirt

Charlotte, NC 28217
4001 Carmel Acres Drive
DB 18490 — PG 230
Charlotte, NC 28226
141-251-02
DB 6588 — PG 577
141-251-07
26. Ellen T. Baucom &
Robert Hefner
32.
Stephen D. McGirt
4230 Shopton Rd.
4001 Carmel Acres Drive
Charlotte, NC 28217
Charlotte, NC 28226
141-251-03
DB 10195 — PG 815
141-251-08
27. Harold C. Smith
P.O. Box 775
33.
Virginia Ann Hesslein
Wadesboro, NC 28170
4040 Shopton Rd.
DB 10579 — PG 547
Charlotte, NC 28217
141-251-04
DB 8889 — PG 233
141-251-15
28. Robert Honour
3512 Seward Place
34.
Calvin J. Redburn, Jr. &
Charlotte, NC 28211
Nancy L. Redburn
DB 07856 — PG 124
4032 Shopton Rd.
141-251-05
Charlotte, NC 28217
DB 5556 — PG 332
29. Jerry E. Brown
141-251-09
4128 Shopton Rd.
Charlotte, NC 28217
35.
Lawrence R. Kalafatich &
DB 04571 — PG 605
Penny P. Woodall
141-251-06
P.O. Box 410441
Charlotte, NC 28241
30. New Creation Christian Church
DB 7442 — PG 976
7701 Sharon Lakes Rd.
141-251-10
Suite R
Charlotte, NC 28210
DB 14392 — PG 782
201-461-10
is
36. Michael S. Carpenter &
Gloria P. Carpenter

4000 Shopton Rd.
Charlotte, NC 28217
DB 5058 — PG 870
141-251-11
37. Eagle Lake Fishing Club, Inc.
3615 Eagle Lake Dr.
Charlotte, NC 28217
DB 01465 — PG 159
141-251-13
38. Mildred Gaunt Gaffney
3622 Shopton Rd.
Charlotte, NC 28217
DB 00848 — PG211
141-251-14
39. Mildred Gaunt Gaffney
3622 Shopton Rd.
Charlotte, NC 28217
DB 02459 — PG 549
141-071-20

Nor—
PROGRAM
December 19, 2006
Barry James
American Asset Corporation
3800 Arco Corporate Drive, Suite 200
Charlotte, NC 28273
va. oo-baso
Project: Shopton Business Park County: Mecklenburg
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. N we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NCEEP. Once NCEEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made. The amount of the In Lieu Fee to be paid to NCEEP by
an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
fohowing table.
Catawba
03050103S
Stream (feet)
Wetlands (acres)
Buffer I
. Ft.
Buffer I1
S . Ft.)
Cold Cool Warm
Riparian
Non -Riparian Coastal Marsh
Impacts
0 0 360
0
0 0
0
0
Credits
0 0 720
0
0 0
0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts.
If the Section 404/401/CAMA permit(s) specify mitigation credits greater than indicated above additional mitigation credit
will need to be requested by the applicant. The mitigation will be performed in accordance with the Memorandum of
Understanding between the N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers
dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely, 1
Wi�l D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Steve Chapin, USACE-Asheville
Alan Johnson, DWQ-Mooresville
Len Rindner, agent
File �th
)Z"t7oYulc9... ... Pro" OW Sta, AM
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

v� oo - naso
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200030481-482 County Mecklenburg
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: AAC Real Estate Services, Inc., Att'n: Mr. Barry James
Address: 5950 Fairview Road, Suite 200
Charlotte, NC 28210
Telephone No.:
Size and Location of project (water body, road name/number, town, etc.):
Sandy Porter Road / Shopton Road Industrial Park located on approx. 165 acre tract near I-
485; in Charlotte.
Description of Activity:
(1) NWP 14 (200030481) - Construct minor road crossing impacting approx. 60 LF of an
unn. trib. to Coffey Creek; (2) NWP 26 (200030482) - Impact unn. tribs to Coffey Creek
(determined to have "important" aquatic function) and approx. 0.65 acre of headwater
wetlands for the purpose of general development and for the construction of water quality
ponds. Impact to stream channels will include 150 LF of dam fill and approx. 1,600 LF of
inundation from pond construction. Mitigation to offset the loss of wetlands will be
accomplished through creation of approx. 0.65 acre of bottomland hardwood/scrub/shrub
species below the pond dams. SPECIAL CONDITION: A report must be submitted to this
office within one year of the date of this permit outlining the success of the wetland
mitigation.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899).
'
Authorization:., Regional General Permtt Number.
14,26 Nationwide Peripit Number.
Your work is authorized by this Regional General (RGP) or Nationwide Permit (NWP) provided it is
accomplished in strict accordance with the attached conditions and your submitted plans. If your activity is
subject to Section 404 (if Section 404 block above is checked), before beginning work you must also receive
a Section 401 water quality certification from the N.C. Division of Environmental Management, telephone
[phone]. For any activity within the twenty coastal counties, before beginning work you must contact
the N.C. Division of Coastal Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the
conditions of the RGP or the NWP referenced above may subject the permittee to a stop work order, a
restoration order, and/or appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility
to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.

If there are any questions regarding this authorization or any of the conditions of the General Permit or
Nationwide Permit, please contact the Corps Regulatory Official specified below.
Date April 10, 2000
Corps Regulatory Official Steve Chapin Telephone No. [phone]
Expiration Date of Verification February 11, 2002
cc: Mr. Leonard S. Rindner
CESAW corm 591
Revised July 1995
0
/� t

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
vh Barry James
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 10, 2000
Mecklenburg County
DWQ Project # 000350
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
American Asset Company
5950 Fairview Road
Charlotte. NC 18711
Dear Mr, James:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.98 acres of wetlands
*d 1210 (1,600 feet from Flooding and 390 feet from culverting) linear feet of streams for the purpose of constructing the Sandy Porter
Road/Shopton Industrial Park at Shopton and Sandy Porter Roads as described in your application dated February 11, 2000. After reviewing
your application, we have decided that this 611 is covered by General Water Quality Certification Numbers 3102 and 3108. These certifications
allow you to use Nationwide Permit Numbers 14 and 26 when the Corps of Engineers issues them. In addition, you should get any other
federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non -Discharge and Water Supply Water shed regulations. This approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If you change
your project, you must notify us and you may be required to send us a new application. if the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all conditions. if total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below.
I . Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and streams to notify the state in order
to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later).
2. An additional condition is that a final, written stormwater management plan shall be approved by this Office before the impacts specitied
in this Certification occur. The stormwater management plan must include plans and specifications for stormwater management facilities
designed to remove 85% TSS according to the most recent version of the NC DENR Stornnvater Best Managente,u Practices Manuui.
Also, before any permanent building is occupied at the subject site, the facilities, as approved by this Office, shall be constructed and
operational, and the stormwater management plan, as approved by this Office, shall be implemented.
if you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 dacs of
the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are
linal and binding unless you ask for a hearing.
This leite...ompl,etts the r.,.. .: of the Di•,.eivn of Water nci!:'. , _nLIcr Se-...... X40! ,f :he C'.ean Water ^... 11 yoe hav_ � ny quesuc...,.
please telephone John Dorney at 919-733-9646.
RIO"
Attachment
cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
File copy
Central Files
Todd St. John
-,fen Rindner
Division of Water Quality • Non -Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% rec1/sled/ i 0°%o post Consumer paper

Shdptpn Rd _ \, -;- f,1;♦ 1`-\1 f ! ��- `� `r ,ice/i/r 11 /l` `� Ifrlf rrll(\/\��
_l 1 / / ,l J J /- I r r \ ♦ _ _.___. _._ `�♦ \ 1 \♦`�� `\� tit\
1 1 1 fa tv-li
tchved J Q" q r ! - \ _ 1 \ \ \ �\\ �\ \♦
a.urch P cio! p/ A KtPIG 1 1 PR
♦ o I +.t Ac . ` I f r/j �� ___ � / ! 1 P `F ��� `SLP >~tclNc �� \ \1}\ \ \\\ ♦ \
I �_\♦\ ♦\
w11 ✓ag � �rae�j �,,r�,�/i/
Ni/ArJ
a. /.. "�zt aa;.'�'/,JJ J� -`` y `♦ �fil.F�IWA�tEHBUSEr
-±0.50 ACRES WETLAND IMPACT NWP#26
-Aa
/ }i9t kee.�/ brl Ii 7f I / rri '�\�: �`� ♦ \ — -` `'—�H�W.o�Y.Os Aca---� } —
23
�� 4,.��
,----'
ted'c- i , \ ♦ / '� \ ��_ / 1 �,
J / ! !! /1 t/1 J/!I r� � � � � \ \ \ � \ � �.38+losae-�— N.t f 7.6I JAa 1 ♦ � / —1J /
1 1"il t f } 11�1f rJ!"f `� \\♦\\\�`\ i � f lia ��\`�� L SArREJMS r/
BOTTOMLESS CULVERT/CONSPAN
J \ \ � �♦\\\\ S JI rJr 1 \���Q���,.`-. — �� \ _ � \\ —`� i' "flt�j'It If`tt ♦` r' ` lV k��
\ ` S /1 { ! \ \ �\ ��� �r��_\_ �♦ \ ♦\ / sii 7 11 I} 1 \ V a k 1 t r
\ \ \
v � \�� tf ♦���_ �\\�\l�\ ♦\1 �\\\\\���-� \ \ �r/I r-%fi/!, �r/L(�k11!J� ,A\ `� r , k I� r)
1 � � \ } `i'� ,\`•\\ `'.t' \ \ \�. �==`,� FUTURE DEVELOPMENT: /�., t �I I 1 1 _ _ rJ rrr! �/�J.
c 4 \ \ I t'�.1 k='.Jr�'�� \� �\\\\� \\\ � ---� � \ \\\ ♦ 0.,1� 6 \�_-_� /' 1 f 2-. 1 I It T -'� � t I J
\ � �l♦\ \ �Q♦♦ \. ♦\ \\\` k.�\ t\ J/i!/11 ! J ya.r f tlt t I\ J �ikt Iltl rJ'i
1 �f 1 �\ \\ r ♦\\ \\`\`\\ >;6 ♦\ \\ ♦ ��_r\ \ \ / 1! ll ! I ♦ �'l till rJr !f
IrJ
\ \ ` '-/�4} \\ 11 ♦�\ _ \ \\ o>``w.�^t{ ! JJ� f \ (
t} ♦\J♦\ \♦ \ lhtl\\If \ 1r llltt ♦ I I 1 {t till J,r
( t- \\\\ \♦ \\ __ ` \ \ I1t tlll ♦ ♦\ J /rr \\ i l I �S fRt I IIt11p / _
r STREAM IMPACT ±60 LF .\♦.
�... �.._ \ -.�♦�� `\\\\ \ } 1hl\\ �,-Jrr� f JJ f J \" ! I t tit \III
NWP#14 i \_ J � `•\• \ �` ••• `� ! t I / I t
` ( � ♦, \\ \ \ 1 } \\ I ! 1 , ! / � } V D }}tit 1! yt l! E
\}} 1 WATER QUALITY POND ' i j f�! k 1 I k tslitl\t�}llktll
\\\\ \\\
\ f I \ t}I }\ \/ \\ \ 7 l ! I�r }♦ ��\\�
�I 1 1. � 1 1 } 1 . f J I i I fl� 1p �\\\\\1n\\1\ ' \�\b \\\ \��♦\ \� � / JJ// r r t�(4t �1� }f 1 J �/ � I I �' 1 }t}i 1111�1}�
///Up �l)ll1\t\\�\\\1\\
FUTURE DEVELOPMENT JJJ / t r til IR! 5th • `\`\` \•� / :'fir I : D \\\ tit} I t i / t / J 1 I� I
1
`�
\ _ 1 � t t - f l r � lr `- i / �• ri JI 11 t ♦ \ \\\ ♦ ,r J \ >� I f I ! 1 t r r r -_ 1 1
\`t . r ,_t 1 /rrr /.r ��i�irriiv a ! \ ♦ � \\ ��� r� %�� � J/ I I t r •�� ! J r '^fljJ
�� - �--� r r, / III1J ;..�—r % it l�ir�//f, S ♦ \ ��` _ori r/. t t I� _ — + __i
rr
•�_ -� i� � ii ri�rr ♦ �\ \ rrr %� , rr 7 I1 1 ! 1 [ r / \ltl t\r �<
\�
1:0.15 ACRES WETLAND IMPACT
-� `-,\ _. _. - _. '_.. _ r 'lir // � \ \ � ` �r /r } ( I � — �-� r~ r •i till` IVt
�i ±400 LF
♦\ �1}�l UNIMPORTAr/tffttr1ritlft (f
Ir
•�\\ y} STREAM IMPACT
J///•�J J ��NWP#26 1iri��;
�\ ±6(LF STREAM IMPACT DAM IJt'
1
NWP#26
\I1 \. \ \� r, ♦ / t11i y/r /�JJJr `�•=�'�.\♦\ \ll\♦ ♦ t
FR
\,\� r 11f11111E
�!
\ 1 ♦ \'�, ,�-` - J tlll 1 J I=. =-� -Y%i4ii r� /� __ \ Tt � t It _. `1 11! !!l
S S } \\ . � rl I �,.'— `J v � ll�i, `\\ 1�� 5 ♦♦♦.- . �.— �n \ \ 11\ \ ! ! Jf!
} tk 1 \ \ _ �w III tAI(� J/r _ ii rr �rr� =� � p r • � 11�\��\\♦ �^ 11�r11 ) r�k l\} !1 r ,tJ� f/9�
k l t 1L\ \ \ t lll ��/r%/ __�_
� 1 t `\rJ f`tkll lkkt.` fi ��r//�'tet l'l!!Ir i\`\�`\" _ riJ�� f 1!!I 1>'J/% � � _/I Il illl�F rf�llr
DAM ±90 LF
_ STREAM IMPACT
! 1 7\m\
1 f\ 5 t I I ('� J �\ \ :�-� --. �__ r 3 , , , � .__'�\�,\t ♦a` � 1<� \ � .. / ^� Vll ktl l \\\ \ �� / i dJ
/ 1\ 1 r `��` _ \\� \L ♦\``i\' `ter r ) Illt t � \ \ r J 1 ip
t } I }V If f �� 1 "tt�\ 4 / �-���' J t / /J/llr.----� �\\\ �\\♦\\�\ �\\� IJltf }141} '�\ / J/ bUHj
NWP#26 \ ! t . /J / / \ } \ \\ \\ \\ \ lrntlk}.4 tit =fit \`� i J J1J k ❑��/i
I l 1 /} J r j �\l �`♦\\� J 1 j j \\ � } 1 \\ 1\\\ \�\�\ \` ��.,\�\� �1, 4YN�ti1f
PERMITTING PLAN
i f !til f f ( � .. P,t. \�. ` r I \\ \\\\\�♦�\��i t \\ ` 4 afU4�iN
`t It t Itt t I i WETLAND CREATION MITIGATION BELOW DAM t\. \\\♦..\�\\\ v r ♦ m,tt,}t
±0.65 ACRES prey ovS�y �6Ym i'�lad u7l-nFoc+, -�-
APHI !O! ZCOa

r NATER QUALITY PLANNTNG Fax=919-715-5637 Jul 2 '01 15=09 P.02/02
OF W A rFq
\OCA pG Michael F. Easley
Governor
rWRham G. Ross, Jr., Secretary
>_ t Department of Environment and Natural Resources
Q 'C
Kerr T. Stevens
Division of wator Quality
June 20, 2001
Mr. Barry James
American Asset Company
5950 Fairview Road
Charlotte, NC 28211
Subject: Stormwater Pond
Sandy Porter Road/Shopton Road Industrial Park
Mecklenburg County, NC
DWQ# 000250
Dear Mr- James
This Office is in receipt of the plans dated May 31, 2001 and revised June 7, 2001 for the Stormwater
management ponds at the subject facility prepared on your behalf by Burton Engineering Associates and
submitted to the Division on June 7, 2001. Staff from the Wetlands Unit reviewed the plans and found them
acceptable. Please note that this approval shall not be construed as an approval of the dam design for Dam
Safety purposes.
cc:
If you have any questions regarding this matter, please contact Mr. Toc`jd St. John at [phone].
Mr. Todd St- John, WetlandkU t L...../
Mooresville Regional Office
Mr- Carlton Burton, PE, Burton Engineering, 5970 Fairview Road, Suit© 100, Charlotte, NC. 28210
File
North Cnrolinn rlivisfon of WRter Quality, 401 Wetlande Cnrtifcatlon Unit,
1650 Mail Service Center, rieleigh, NC 27699.1650 (Mailing Addross)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
91:9-733-1786 (phone), 919-733-6093 (tax), http'//h2.o.enr.5tate,nc.us/ncwstlancis/

HABITAT
ASSESSMENT AND
RESTORATION
PROGRAM
Mr. Len Rindner
Landscape Architect and Environmental Planner
3714 Spokeshave Ln.
Matthews, NC 28105
JAMES F. MATTHEWS, Ph.D.
T. LAWRENCE MELLICHAMP, Ph.D.
March 23, 2000
P.O. Box 655
Newell, NC 28126
[phone]
[phone]
fax: [phone]
V 1, oo - 0aSO
RE: 100+ acre parcel at the southeast corner of Shopton and Sandy Porter Roads
Dear Len:
We examined the above mentioned parcel on March 23, using the January 2000
NC Natural Heritage Program list of communities and species of concern for
Mecklenburg County as our reference. We used aerial photographs from the
Mecklenburg County Engineering Department to determine the open spaces and to gain
an idea of the hardwood vs pine forest cover.
Our primary concern was to determine if Schweinitz's sunflower (Helianthus
schweinitzii) was present. We examined the roadsides and parallel power line rights of
way on Shopton and Sandy Porter Roads, the open fields at the northeast corner of the
property and the open area behind the church. There was no evidence of Schweinitz's
sunflower in the areas examined. We had checked this week on a known population and
last fall's stems and leaves are still visible.
The headwaters of the stream behind the church were examined for the possible
presence of the Virginia quillwort (Isoetes virginica). None was found.
No other species on the list were located and the general habitats are not present
for most species, with the possible exception of the annual Carolina Birdfoot-trefoil,
(Lotus helleri). Most of the site has been disturbed in the past, some is now in middle to
late succession. Approximately 60% of the site has mostly pine cover. The dominant
species are Shortleaf, (Pinus echinata), and Virginia, (P. virginiana). These occur mostly
on the tops of ridges, where agricultural activity occurred in the past. The slopes on both
sides of the tributary and the ravines into the tributary support a mature Dry-Mesic Oak
Hickory Forest, dominated by White oak (Quercus alba) Red oak, (Q. rubra), Black oak
(Q. velutina), Mockemut hickory (Carya tomentosa), Sweet pignut hickory (C. ovalis)
Habitat Analysis, Endangered Plant Studies, Restoration of Habitats, Wetland Mitigation, Monitoring

w
L. Rindner
23 March 2000
p. 2
and Pignut hickory (C. glabra). Since these areas were not farmed and have been
disturbed less, they contain the remnant forest cover. If any of these areas can be
preserved as part of buffers or natural areas in the development process, it would be good
to do so.
The frontage along Shopton Road, east of the church, has been timbered, so the
integrity of this area does not allow an evaluation.
If there are any questions, please do not hesitate to contact us.
enclosure
Sincerely,
4
J F. Matthews