20120727 Ver 1_401 Application_20120712

— i 1
•ai
ECS CAROLINAS, LLP
Setting the Standard for Service
Geotechnical Construction Materials Environmental Facilities
20 1 2072 7
Ms Karen Higgins
NC DWQ 40IMetlands Unit
1650 Mad Service Center ►j�
Raleigh NC 27699 1650
Subject Pre Construction Notification Application
Request for 401 Water Quality Certification
Proposed Bojangles Restaurant
Lumberton Robeson County North Carolina
ECS Project 33 -2063
Dear Ms Higgins
NC Reg t d Eng ng F rm F 1073
SC Reg stered E g eenng Firm 3239
July 26 2012
JUI_ 3 0 2012
DENR WATER QUALI I
Please find five copies of the Pre Construction Notification Application for the above referenced
project The site Is an approximate 1 65 acre tract located on Dawn Drive In Lumberton The
site is being evaluated for development with a Bojangles Restaurant
Approximately 0 63 acres of wetlands are located on the site The proposed development
which Includes a 3 808 square foot building and driveways and parking lots will Impact 0 49
acres of wetlands Approximately 0 08 acres consists of a maintained waterline easement and
0 05 acres consists of a previously graded and disturbed lawn covered area
An early site plan Included access from Dawn Drive Into the property that Impacted 0 19 acres
of wetlands and 75 linear feet of stream channel This scenario would have resulted in 0 80
acres of wetland /75 linear feet stream impact In order to minimize this Impact the Dawn Drive
access was moved approximately 150 feet north and retaining walls were incorporated Into the
design
Mitigation will be in the form of payment to the North Carolina Ecosystem Enhancement
Program (NCEEP) We propose a 0 5 1 mitigation ratio for previously disturbed and graded
wetland areas (0 13 acres) and a 1 1 ratio for the remainder of the Impacted wetlands (0 36
acres)
A storm water management plan approved by the City of Lumberton will be Implemented to
protect surface waters and wetlands located on and downstream of the site The project is
further described in the attached Pre Construction Notification application and supporting
documents
On behalf of Bojangles Restaurants Inc I am requesting that a 401 Water Quality
Certification be issued to authorize the impact to 0 49 acres of wetlands
726 Ramsey Street Suite 3 Fayetteville NC 28301 T 910 -401 3288 F 910 323 0539 wwwecslimited com
ECS Carolinas LLP ECS Florida LLC ECS Midwest LLC ECS Mid Atlantic LLC ECS Southeast LLC ECS Texas LLP
1\1

Pre Construction Notification Application
Request for 401 Water Quality Certification
Proposed Bojangles restaurant
Lumberton Robeson County North Carolina
ECS Project 33 2063
Please feel free to contact us at [phone] if you have any questions concerning this
request or if additional information is required Thank you in advance for your timely
consideration of this matter
Sincerely
ECS Carolinas, LLP
G
James C Bevers El
Environmental Project Manager
Dernse M eas LSS
Senior Environmental Principal
Attachment Pre Construction Notification Application
401 Water Quality Certification Fee $240 00

Enclosures
Pre Construction (PCN) Form
Attachment paragraphs for PCN fields
Agent Authorizations — 2
USGS Topographic Map
NRCS Sod Map
Wetland Delineation Map
Data Forms for wetland delineation — 3 data points
NCEEP letter
Initial Wetland Delineation Map
Initial Site Plan
Current Wetland Delineation Map
Current Site Plan — 4 pages
Erosion Control and Stormwater Management Calculations
NCDENR — Division of Land Resources Letter of Approval with Modifications
City of Lumberton Notice of Site Plan Approval
Enlarged FIRM
FIRM
Photographs

ot WA
o`' r�OG
aJ f
20120727
Office Use Only
Corps action ID no
DWQ project no
Form Version 14 January 2009
Page 1 of 10
PCN Form — Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A
z�
Applicant Information
1
Processing
1a
Type(s) of approval sought from the Corps
❑X Section 404 Permit ❑ Section 10 Permit
1b Specify Nationwide Permit (NWP) number 39 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d
Type(s) of approval sought from the DWQ (check all that apply)
Q 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑ Yes Q No
For the record only for Corps Permit
❑ Yes ❑X No
1f
Is payment into a mitigation bank or in lieu fee program proposed for
mitigation of impacts? If so attach the acceptance letter from mitigation bank
or in lieu fee program
X❑ Yes ❑ No
1g
Is the project located in any of NC s twenty coastal counties If yes answer 1h
below
❑ Yes ❑X No
1 h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2
Project Information
ER
2a
'`'a ne of projec
Propooed Bolanglus Restaurant
2b
County
Robeson
2c
Nearest municipality / town
Lumberton
2d
Subdivision name
Not Known
DENR WATER DUAL TY
2e
NCDOT only T I P or state project no
N/A an s a
3
Owner Information
3a
Name(s) on Recorded Deed
Sonny Oliver Realty Company David Goode
3b
Deed Book and Page No
DB 1651 Page 377 DB 445 Page 149
3c
Responsible Party (for LLC if
applicable)
c/o Sonny Oliver c/o David Goode
3d
Street address
9020 NC Highway 72 E 3300 Sharon Road
3e
City state zip
Lumberton NC 28358 Charlotte NC 28211
3f
Telephone no
910 739 7423 704 375 1000
3g
Fax no
910 738 5378 704 375 2384
3h
Email address
Page 1 of 10
PCN Form — Version 1 4 January 2009

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent © Other specify Purchaser
4b
Name
Mr Claude Clark (on behalf of)
4c
Business name
(if applicable)
Bojangles Restaurants Inc
4d
Street address
9432 Southern Pine Boulevard
4e
City state zip
Charlotte NC 28273
4f
Telephone no
704 940 8669
4g
Fax no
4h
Email address
cclark @bolangles com
5
Agent/Consultant Information (if applicable)
5a
Name
Mr James C Bevers (on behalf of)
5b
Business name
(if applicable)
ECS Carolinas LLP
5c
Street address
726 Ramsey Street Suite 3
5d
City state zip
Fayetteville NC 28301
5e
Telephone no
910 401 3288
5f
Fax no
910 323 0539
5g
Email address
Ibevers @ecsiimited com
Page 2 of 10

B
Project Information and Prior Project History
1
Property Identification
1a
Property Identification no (tax PIN or parcel ID)
939375376700 939355938600
1b
Site coordinates (in decimal degrees)
Latitude 34 6729 Longitude 79 0094
1c
Property size
1 65 acres
2
Surface Waters
2a
Name of nearest body of water to proposed project
Tributary to Saddletree Swamp
2b
Water Quality Classification of nearest receiving water
Class C Sw (NC Water Quality Classifications)
2c
River basin
Lumber
3
Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
The site is undeveloped and partially wooded A maintained waterline easement and lawn area are located on the site The nearby properties contain
gasoline stations restaurants and Robeson Community College Interstate 95 is located approximately 1 100 feet southeast
3b
List the total estimated acreage of all existing wetlands on the property 0 63 acres
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property N/A
3d Explain the purpose of the proposed project
The purpose of the project is to construct a Botangles Restaurant
3e Describe the overall project In detail including the type of equipment to be used
See Attachment B 3e
4
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments
4o
If the Corps mdue the junsuir tiunal deter rimIdtiun wndt type
of determination was made?
Q Preliminary ❑ Final
4c
If yes who delineated the jurisdictional areas?
Name (if known) Paul Pascarosa
Agency /Consultant Company
Other ECS Carolinas LLP
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Mr David Bailey with the Army Corps of Engineers verified the wetland delineation on May 8 2012 and assigned the project Action ID SAW 2012
00771
5
Project History
5a
Have permits or certifications been requested or obtained for
this project (Including all prior phases) in the past?
❑ Yes ❑ No 0 Unknown
5b If yes explain in detail according to help file instructions
We are not aware of past permits or certifications associated with this protect
6
Future Project Plans
6a
Is this a phased project?
❑ Yes ❑X No
6b
If yes explain
Page 3 of 10
PCN Form — Version 14 January 2009

C Proposed Impacts Inventory
1 Impacts Summary
1a Which sections were completed below for your project (check all that apply)
0 Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland Impacts proposed on the site then complete this question for each wetland area impacted
2a
Wetland Impact
number
Permanent (P) or
Temporary T
2b
Type of Impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404 10) or
DWQ (401 other)
2f
Area of
Impact
(acres)
W1 P
Fill
Headwater Wetland
No
Corps/1)W
021
W2 P
Fill
Headwater Wetland
Yes
Corps/Dk/ a
028
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g Total Wetland Impacts
0 49
2h Comments
Of the 0 49 acres of proposed wetland fill approximately 0 08 acres is a maintained waterline easement and approximately 0 05 acres is a previously
disturbed lawn area Only 0 28 acres is forested and approximately 0 08 is scrub -shrub wetland
3 Stream Impacts
If there are perennial or Intermittent stream Impacts (Including temporary Impacts) proposed on the site then complete this
question for all stream sites Impacted
3a
Stream Impact
nilmbpr
Permanent (P) or
Temporary (T)
3b
Type of Impact
3c
Stream name
3d
Perennial (PER) or
Intermittent (INT)?
3e
Type of
jllnccllrtlnn
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1
Choose one
S2
Choose one
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h Total stream and tributary Impacts
31 Comments
There are no proposed stream impacts
Page 4 of 10
PCN Form — Version 1 4 January 2009

4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then indivi ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f Total open water impacts
4g Comments There are no proposed open water impacts
5 Pond or Lake Construction
If pond or lake construction proposed the complete the chart below
5a
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total
5g Comments Neither pond nor lake construction is proposed
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
51 Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below if yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a Project is in which protected basin?
❑ Neuse ❑ Tar Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b
Buffer Impact
number —
Permanent (P) or
Temporary T
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g
Zone 2
impact
(square
feet
131
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h Total Buffer Impacts
61 Comments The site is not located in an area with protected buffers
Page 5 of 10

D
Impact Justification and Mitigation
1
Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
See Attachment D 1a
1b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
See Attachment D 1b
2
Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a
Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
X❑ Yes ❑ No
2b
If yes mitigation is required by (check all that apply)
Q DWQ Q Corps
2c
If yes which mitigation option will be used for this
project?
❑ Mitigation bank
X❑ Payment to in lieu fee program
❑ Permittee Responsible Mitigation
3
Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type Choose one
Type Choose one
Type Choose one
Quantity
Quantity
Quantity
3c Comments
4
Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached
Q Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation stream temperature
Choose one
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested
050 acres
4f
Non riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h Comments See Attachment D 4h
5
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 4 January 2009

6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑X No
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
15
6f Total buffer mitigation required
6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund)
6h Comments Buffer mitigation is not required
Page 7 of 10

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes Q No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes then is a diffuse flow plan included? If no explain why
❑ Yes ❑ No
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
6869%
2b
Does this project require a Stormwater Management Plan?
0 Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan explain why
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
The proposed storm sewer system in combination with a weir box has been designed to detain the 10 year
storm event to the pre - development rate
to acheive 85 / TSS removal A hydrodynamic separator is proposed upstream of the detention facility (See excerpt from Erosion Control and
Stormwater Management Calculation Attached)
2e
Who will be responsible for the review of the Stormwater Management Plan?
City of Lumberton
3
Certified Local Government Stormwater Review
3a
In which local governments jurisdiction is this project?
City of Lumberton
❑ Phase II
3b
Which of the following locally implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
Q Other See Attachment E 3b
3c
Has the approved Stormwater Management Plan with proof of approval been
QYes ❑ No
attached?
4
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a
Which of the following state implemented stormwater management programs apply
[]ORW
(check all that apply)
❑Session Law 2006 246
❑X Other See Attachment E 4a
4b
Has the approved Stormwater Management Plan with proof of approval been
❑X Yes ❑ No
attached?
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
X❑ Yes ❑ No
5c=,c-- `,47- Uc6�r46Avr 6- 5,q r6 -Sh
Page 8 of 10
PCN Form — Version 1 4 January 2009

F Supplementary Information
1 Environmental Documentation (DWQ Requirement)
la Does the project Involve an expenditure of public (federal /state /local) funds or the
❑ Yes © No
use of public (federal /state) land?
lb If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
[]Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter )
Comments
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after the fact permit application?
[]Yes Q No
2c If you answered yes to one or both of the above questions provide an explanation of the violation(s)
3 Cumulative Impacts (DWQ Requirement)
3a Will tnis protec.r tudbed on Pdbt and redbondbiy anti(,ipd[ed future IrnPd(.tb) result in
El Yes ❑X No
additional development which could impact nearby downstream water quality?
3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
The site is located in a commercially developed area of Lumberton Interstate 95 is located approximately 1 100 feet to the southeast of the site The
Bolangles Restaurant will serve among others the motoring public and occupants of nearby hotels Additionally Robeson Community College is
located across US Highway 301 It is anticipated that students and faculty will benefit by the presence of Bolangles For these reasons it is unlikely
that the construction of the Bolangles Restaurant will result in additional development which could impact nearby downstream water quality
4 Sewage Disposal (DWQ Requirement)
4a 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 Bolangles Restaurant will be connected to the City of Lumberton sanitary sewer system
Page 9 of 10
PCN Form — Version 1 4 January 2009

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑Yes Q No
impacts?
5c If yes indicate the USFWS Field Office you have contacted
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See Attachment F 5d
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
North Carolina Natural Heritage Program Database
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ®No
status (e g National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
See Attachment F 7b
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA designated 100 year floodplain?
❑X Yes ❑ No
8b If yes explain how project meets FEMA requirements
The property is located within Flood Zone AE as per Map #3710939300J with an effective date of January 19th 2005 To meet the City of Lumberton
Floodplain requirements the proposed Bolangles Restaurant is located two feet above the base flood plain elevation of 130 feet Thus the building
has a Finished Floor Elevation (FFE) of 132 feet
8c What source(s) did you use to make the floodplain determination?
FIRM Panel 9393 with Map Number 3710939300J
J,11�1--T
Applicant/Agent s Printed Name
Date
Applicant/Agent s Signature
(Agents signature is valid only if an authorization
letter from the applicant is provided
Page 10 of 10

Attachment B 3e
A Bojangles Restaurant is proposed for the site Parking lots and driveways will also be
constructed Pans loaders excavators and other common construction equipment will be used
Attachment D 1a
An early site plan included an access from Dawn Drive into the property (See Sheet C 3b dated
April 2012) that impacted 0 19 acres of wetlands and approximately 75 linear feet of stream
channel This scenario would have resulted in 0 80 acres of wetland impact and 75 linear feet of
stream impact In order to minimize these impacts the Dawn Drive access was moved
approximately 150 feet north and retaining walls were designed around the parking and dumpster
areas (See Sheet C 2 April 2012)
These techniques have reduced the impacts considerably The total impact to wetlands has been
reduced to 0 49 acres Disturbed or previously graded wetland areas (maintained waterline
easement and grass lawn area) total 0 13 acres
Attachment D lb
During construction surrounding wetland areas will be protected erosion and sediment control
measures designed and maintained in accordance with North Carolina Erosion and Sediment
Control Planning Standards and Specifications In addition a letter of approval with modifications
was issued by NCDENR Division of Land Resources (See Erosion Control and Stormwater
Management Calculations and NCDENR Division of Land Resources Letter of Approval with
Modifications Attached)
Attachment D 4h
The project will impact 0 49 acres of wetlands Of that total 0 13 acres have been previously
disturbed We request that mitigation for these previously disturbed areas be at a ratio of 0 5 1
We request that the mitigation for the remainder of the proposed impact area be at a ration of 1 1
Attachment E 3b
City of Lumberton Stormwater Management Ordinance
Attachment E 4a
Division of Water Quality and City of Lumberton Stormwater Management Ordinance
Attachment E 5a and E 5b
The site plan which includes the Stormwater Management Plan has been approved by the City of
Lumberton A copy of the Notice of Site Plan Approval letter from the City is attached as well as
the Erosion Control and Stormwater Management Calculations
Attachment F 5d
According to the North Carolina Natural Heritage Program Database the red cockaded
woodpecker is known to inhabit the site area Red cockaded woodpecker habitat consists of
mature longleaf pines or loblolly pines with sparse to no mid story underbrush These conditions
do not occur on the site No other federally protected endangered species or critical habitat were
identified on the site
Attachment F 7b
The site has been disturbed by previous grading activities A maintained waterline easement
crosses the western portion of the site The eastern portion of the site is covered with maintained
grass There are no structures on the site The surrounding properties contain commercial
businesses (gasoline stations and restaurants) and Robeson Community College According to
the North Carolina State Historic Preservation Office GIS website there are no historical sites
within two miles of the site Therefore it does not appear that the proposed project will impact
cultural resources

ECS CAROLINIANS, LLP
OWNER 1 AGBff PAMORtZAnON
Proposal No 22 -15703
Scope of Work. Proposal for Wetland Delineation
Location Proposed Bojangles
West of Dawn Dave and Highway 301
Lumberton Robeson County North Carolina
This form authorizes ECS to act as our agent in streanUwetland matters including U S Army
Corps of Engineers and North Carolina Division of Water Quality field" v�enfi n permit
application �t''a � ¢ k onc-7 ' R,) IR > > c Y "�
i/Owner or Agent
Property Address 1Axj�h yo,, v� l r
Owner Information j�
Name ,
Address 3300 Rd
Ctiw-1 )tj C .2vIi
Telephone Number 7oLA -3-15 - IOtTJ
Fax Number
E mail Address �-- Sly CNG- Cc)vVA
Signature ` Z Date f ��

04/30/2012 12 08 9107385378 OLIVER OIL CO PAGE 01/01
ECS CAROLINAS, LLP
OWNER / AGENT AUTHORIZATION
Proposal No 2215703
Scope of Work Proposal for Wetland Delineation
Location proposed Bojangles
West of Dawn Drive and Highway 301
Lumberton, Robeson County North Carolina
This form authorizes EDS to act as our agent in stream /wetland matters including U S Army
Corps of Engineers and North Carolina Division of Water Quality field verification and permit
appliaatiary
_ 0wner or Agent
Property Address
Owner Information
Name
Address
s /—r1txwj_.6LA-A.- &h,
Telephone Number k$�1 _ ` & - (-�
Fax Number L'cj
E mail Address
Signature Date /r 2

NnA
w' Cu
1.1r tA
NcTA `r' �
v co i
.tA�_ . �
Mt. -
7t �
AI-
\ GOA
. � t -1
LJ Nq
CqA
NnA
-- L. �.,. r.A �
,� .� Cu
1t
V
0
UCIA
�
� NnA �.
Sa v
VtAA
NoA
N�
IAl LY
1T
r
Wu 41
a
yi w
r -y
Cu
` _t
C. \� �� �`�� Co
GOA .�`f Ra
GoA
SITE
140A �p
NoA o
jr 40
o. G 1ff _ NQA
OA
� J
was
Note: Map produced prior to the extension of Dawn Drive. Approximate Site Boundary
SOURCE:
Soil Survey of Robeson County
Scale 1' = 1,650'
LLIP
��- ac°3o�ua� -ate
T
N
1
NRCS SOIL SURVEY
Proposed Bojangles Restaurant
Dawn Drive
Lumberton, North Carolina
ECS Project 33 -2063

THIS SURVEY IS NOT TO SCALE
AND HAS BEEN ALTERED FROM
ITS ORIGINAL FORMAT
AF4
.& A&
rz
r
\3 Tl
,1
r t a
s r „ Q711 BP _
�araruo M OR AOA�B a¢twc
/ rwwm
mem
! B m ®+ s
+ r
to j
DP 3
W 100
\ \ 10
r
LEGEND
W 13 Site Boundary
Approximate location of
jurisdictional wetlands
DP Data Point
Notes
1 This figure is preliminary The wetland
boundary is approximate and has not been
approved by the U S Army Corps of Engineers
2 Original survey provided by Commercial Site
Design for Bojangles Restaurants Inc
C�(�td�ill=Ofn7Q�
Wetland Delineation Map
Proposed Bojangles Restaurant
Dawn Drive
Lumberton North Carolina
ECS Project 33 2063

WETLAND DETERMtNATiON DATA FORM — Atlantic wW Gulf Coastal Plain Region
&=W Oliver Realtor Co Property czyPmxmv L.tmlbedon Date. 0327/12
qpplicardomer. Claude Clark, Bojau>gtes Inc. staim NC SampliMpoirt DP 1
lovesegaw(ak Paul Pascarose Section.Township Range Lumberton
m prilislope terrace, air ,k flood plain Local ntlld (concave, convex, rornex flat slope (96k 0-2
Subreglon (AR or tul<R * LRR T Let see site map Lam Datum:
Soo Map urd Name: Lumbes sandy bam NWI classification. — Are cftac! hydrologic conditions on tine site typical for title time of year? Yes X No (9 no, mown in Remark&)
Are Vegetation . Soil . of Hydrdogy significantly d Wwbed? Are Normal Ciramstarrces! meant? Yes X No
Are Vegetation Soil . or Hydrology naturally problematic? (if needed explain any wowners In Remarks)
SUMMARTOF FINDINGS — Attach site map showing sampling point locations, transacts important features, etc
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Fydric Sol Present? Yes X No vA&b a Wetland? Yes X No
Weiland Hydrology Present? Yes __L_ No
Remarks
DPA is in a wetland
HYDROLOGY
Welland Hydrology Indieators
Secondary Indicators (minimum of hm reouireM
hlmm Indicators (minimum of one is reouired.
check all that aooly)
❑ Surface Sal Cracks (BS)
Surface Water (Al)
11 Aquatic Fauna (613)
Sparsely Vegetated Concave Surface (B8)
High Water Table (A2)
Saturation
1r3t Mad Deposits (B15) Q RR U)
El Hydrogen Sulfide odor
Drainage Patterns (810)
Moss Trim Limes
(A3)
Water Marks (81)
(C1)
El gxkil M Rhtzospheres along Living Roots (C3)
(1318)
Dry-Seasm Water Table (C2)
Sediment Deposits (82)
IJ Presence of Reduced ion (C4)
Crayfish Burrows (C8)
Drift Deposits (63)
II Recent Iron Reduction In Tiled Sorb (CO)
❑ Saturation Visible on Aerial Imagery (C9)
Q Algal Mat or Crust (B4)
Thin Muck Surface (C7)
Q Geomorphic Position (D2)
Q Iron Deposits (135)
Other (Explain In Remarks)
[] Shallow Aquitard (D3)
Q Inundation Visible on Aerial Imagery (B7)
01 FAC- Neutral Test (135)
[{� Water -Stained Leaves (B9)
Sphagnum moss (138) (LRR T U)
Field Observations
Surface Water Presets? Yes
No X Depth (inchesk
Water Table Present? Yes X
No Depth (I chalk 8
Saturation Present? Yes X
No Depth (inchesp 2
Wetland Hydrology Preserd? Yes X No
(Includes e
Describe Recorded Data (stream gauge manitkufng well aerial photos, previous Inspections) if available
Remarks
Standing water present approximately 50 feet down gradient of QP -1 There are small depressions
throughout data plot with water stained leaves
US Army Cares of Engineers Atlantio and Gulf Coastal Wain Reglwn — Version 2A

VEGETATION (Four Strafe) — Use adenWic names of plants.
Tree Stratum (plot stm 3011
1 Queue michatadi
)
20
Y FACW
2. LiciuidarnbarOpadlpta
x2=
15
Y FAC
3, Faps gratrdi6olia
x4=
12
Y FACU
4 Carp]nus c ardiniana
(A) (B)
5
N FAC
Air rubrum
5
N FAC
6, pins taeft
3
N FAC
7
8
50% of total cover 30%
Saoling9Mmb Stratum (Plot sim 30 ft )
1 Pins tneds
60% = Total Cower
20% of total cover 12%
10 Y FAC
2 Carpinus camliniana
15
Y FAC
3 Query pagoda
10
Y FAC
4
5
6
7
8
Herb Stratum (Plot size• 30 ft
1 Arundinada gigantica
35% = Total Cover
50% of total cover 17 5% 20% of total cover 7%
)
20 Y FACW
2 Smilax totimdifolla
2
N FAC
3 Quercas pagoda
5
N FAC
4 Gelsimium simpervirens
5
N FAC
5
6
7
8
9
10
11
12.
50% of total cover 16%
321/6 = Total Cover
20% of total cover 6 4%
Woody Vine Stratum (Plot size 30 ft )
1 Parthenocissus qukxpefo]]a 3 N FAC
2 Smilax notundifolla 15 Y FAC
3 Toxicodendron radicals 2 N FAC
4
5
20 = Tote] Cower
50% of total cover 10% 20% of total cover 4%
Saolpift pook* DIP 1
Number of Dornrrarrt spades
That Ate OM. FACW or FAC• 7 (A)
TotaiNurnberafDoniblat
Across Alt Strata. B (�
percent of Dominant Spades
That Are OBL, FACW or FAC 87.5% (Ai8)
Tom % Cover of.
MulQoty bin
081_ Spades
x1=
FACW specter
x2=
FAC spades
x 3 =
FACU species
x4=
UPL spades
XS=
Cohurn Totals.
(A) (B)
Prevalence Index = BIA =
_ 1 vapid Test for Hydrophylic Vegetation
_ 2 Dominance Test Is >50%
_ 3 Prevalence Index is S3A'
_ Problematic Hydrophy@c Vegetation X44aln)
'Indicators of hydric soil and wedanx! hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata.
Tree — Woody plants, excluding vines 3 in (7.6 cm) or
more in diameter at breast height (DBHj regardless of
height
Sa~Shrub — Woody plants, w duding vineS less
than 3 in DBH and greater than 3 28 it (1 m) tail
Herb — AA herbaceous (non - woody) plants regardless
of size and woody plants less than 3 28 ft tap
Woody vine — All woody vines greater than 326 ft In
height
Hydrorhytic
Vegetation
Present? Yes X No
Obligate vegetation observed --50 feet down gradient of DP -1 Shallow root structure and wide
trunks observed on most trees Still early in the growing season during data collection Two sapling
species were not identified, nor included in the dominance test.
US A my Corps of Engineers Atlantic and gulf Coastal thin Region — Version 2.0

SOIL
samplive Pohjl� OP-1
Depth tiRdit
(lrnChP;I Coker forded A_ Teodwe Remarks
0-9 10 YR 22 100 may km
9-13 10 YR 52 80 10 YR 4/4 10 C M sandy imn
10 YR 32 10 organic ago
13-18 10 YR 52 W 10 YR W8 15 C M sandy kern
18-26+ 10 YR 511 60 10 YR W8 40 C M sandy day
Hydde
Soil bps (Applicable to 80 LRft
unless albenrise noted.) Indicators for Prole is Hydrfe Sops~
HMosd (A1)
Pdyvdue Below Surface (S8) AM S. T U) 1 an Mud[ (A9) (LRR O)
Hisfic Epfpedon (A2)
Thin Dark Surface (39) (LRR S. T U) 2 an Muds (A10) (LRR S)
Bak Hisfbc (A3)
Loamy Mucky Mineral (F1) (!RR O) Reduced Vedic (F18) (outdcle MLRA 150/<vB)
Hydrogen Sulfide ( Art)
Loamy Gleyed Matft (F2) Piedmont Floodplaie Sow (FIB) (LRR P S. T)
Stretffied Layers (AS)
Depleted MabtK (F3) J.. Anomabn fright Loamy Soils (F:M)
Organic Bodies (A6) (LRR P T U)
Redox Dark Surface (F6) Red RA 1536Materlal (1 FZ)
5 cn Mucky Mineral (AT) (LRR P T U)
Depleted Dark Surface (F7)
Muck Presence (A8) (LRR U)
Redact Depressions (F8) Very Shallow Dark Sure (TF12)
1 an Muds (A9) (LRR P T)
Mad (F10) (LRR t!) Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
Depleted Odrric (F11) WM 1S1)
Thick Dark surface (A72)
Massas (F12) (LRR O P T) %xilcators of hydrophylk; vegetation and
Coast Prairie Redox (A16) WM 1 SW
Umbrlc Surface (F13) (LRR P T U) wetland hydrology must be present,
Sandy Murry Mineral (S1) (LRR O S)
Delta Odnfc (F17) OUAA 151) unless disturbed or problematic.
Sandy payed Matrix (S4)
Reduced Verft (F18) (MLRA ISM 150B)
Sandy Redox (S5)
Piedmont Fioodplain Soils (FiS) (MLRA 14W
Stripped Matrbk (S8)
Anorriabs Bright Loarny Soils (F20) (MLRA 149A. ISM 153D)
Dark Surface (ST) (LRR P S, T U)
Type:
Depth Mchesp
Hyddc Sop Present? Yes X into
Hydnc soils present does not match Lumbee series description
US Anny corps of Engineers Atlantic and Gulf coastal Plain Region — Version 2-0

WETLAND DE MUMNATf4N DATA FORK! —Aftnftand GuIlCoastal Plan Region
Projedpas, Sonny Ofim Reaft Co Property Cwcourdr Lwnbedon Dal, MUM
AppkentKNater Claude park. Bojangles, Inc. slade. NC smViing pohl. DP-2
at000 Paul Pascarosa semen. Townsl*% Range. Lumberton
Landform (hNslope terrace, etas hHbk)pe Load rend (concave. ve. comah. rwnej allglitly sloped slope (%6 5%
Subregion pAR or MLRq LRR T Lot We site map Long: Oattaln:
sou Map Lkd Nave: Norfolk loamy sand NiM Classification: —
Are chant c / hydrologic condlBons on the site typical for this time of year? Yes X No (a no. ebplain in Remarks.)
Are Vegetation . Son or Hydrology shy disturbed? Are Vornal arum noes' present? Yes X No
Are Vegetation . Soa7 or Hydrology naturally problems? (tf needed explain a" answers to Remarks.)
SUMMARrOF FINDINGS — Attach site map showing sampling point locations, tratnsects, importantfeahrrrs, etc.
Hydroptrytic Vegetation Present? Yes X No is the Sampled Area
Hydrlc Soo X Present? Yes within a WeUarhd? Yes No X
Wetland Hydrology Present? Yes No X
DP -2 is in an upland
HYDROLOGY
Wetland Hydrology Indicators
Secondary "Mcstors (minimum of two rxufrad)
Primary Indicators (minimum of one is raautred:
check an Beat aoyv)
Q Surface Sob Cracks (136)
Surface Water (Al)
❑ Aquatic Fauna (1313)
Sparsely Vegetated Concave Sure (138)
High Water Table (A2)
El Mad Deposits (1315) (LRR U)
Drainage Patterns (B10)
Saturation (A3)
IJ Hydrogen Suitide Odor (C1)
Moss Trim Lines (816)
Water Marks (81)
oxiktiaed Rhimspheres along Living Roots (C3)
Dry-Season Water Table (C2)
Sediment Deposits (132)
1❑-f
LJ Presence of Reduced Iron (C4)
Crayfish Burrows (CS)
Drift Deposits (83)
II Recent Iron Reduction in Toted Sous (CB)
U Satu afion Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (134)
Thin Mudk Surface (CT)
❑ Geomorphic Position (D2)
Q Iron Deposits (85)
Other (Explain in Remarks)
❑ Shallow Aquftard (133)
Q Inundation Visible on Aerial Imagery (BT)
Q FAC- Neutral Test (D5)
Q Water - Stained Leaves (139)
❑ Sphagnum moss (138) (LRR T U)
Field Observations
Surface Water Present? Yes
No X Depth (inches)
Water Table Present? Yes
No X Depth (tncfthes) +24
Saturaton Present? Yes X
No Depth (inches) 21
Wetland Hydrology ProseW Yes No X
(Includes C8P91arY e
Describe Recorded Data (stream gauge monitoring well aerial photos, previous Inspection sl If available
Remarks.
US Amry Corps of Fnowens Atlantic and Guif Coastal Ptarn Raglan — Version 2.0

VEGETATION (Four Strata) — Use sdentffic nmm of plants
Tree Stratum (Plat size 30 ft )
1 Otrercus midacecii
Cam
15
Species?
Y
status
FACIN
2, L401ambar slracillua
20
Y
FAC
3, fhtercas pagoda
10
N
FAC
4 Carpinus rarormlara
10
N
FAC
5 Pinus tseda
15
Y
FAC
8.
7
8.
50% of total cover 35%
SaVUr,TMhrub Stratum (Plot sizes 30 ft )
1 Vaccinium coryndmsum
70% =TOW Cover
20% of total cover 14%
10 Y FAC
2 Carpinus CaroMiara
20
Y
FACIN
3 Auer rubrum
5
N
FAC
4
5
8
7
8
35% = Total Cover
50% of total cover 17.5% 20% of total cove- 7%
Heft Stratum (Plot sbw 30 ft )
1 Smilroc rotundifolia 5 Y FAC
2 Vitus rotundifolia 5 Y FAC
3
4
5
6
7
8
9
10
11
12
10% = Total Cover
50% of total cover 5% 20% of total cover 2%
Woody mne Stratum (Plot size. 30 ft )
1 Smilax rotundifolla 30 Y FAC
2. Vitus rolundifolia 5 N FAC
3
4
5
35 = Total Cover
50% of total omw 17 5% 20% of total cove. 710
SamplIM Point MCL
Number of Dorndrard Species
ThatAre 084 FAM m FAC: 8 (A)
Tdd Number of DOmtratlt
species Across A8 Stralm 8 (B)
Percent of Domkmd
That Are OBL. FACW cr FAG• 100% (PIS)
Total % Cover of
tv by
x 1=
061. specks
FACW species
x2=
FAC species
x3=
FACU species
x4=
UPL species
x 5 =
CoNrren TolabC
(A) (B)
Prevalence t ilex = BfA =
_ 1 Rapid Test for HydrophyHc Vegetation
_ 2 Domkarwe Test is X50%
_ 3 Prevalence Index is SW
_ Problerna0c Hydro *q* Vegetatio6 (Explain)
'Indicates of hyddc soil and we0and hydrology must
be present, unless disturbed or problematic,.
Tree - Woody plerts, exdud V vines, 3 In (T 6 cm) or
more In diameter at breast height (DBH), regmdess of
height.
SaplinglShrub - Woody plants excluding vines less
than 3 In. DBH and greater than 328 ft (1 m) tall
Herb - AN herbaceous (non - woody) plants regardless
of size, and woody plants less than 3.28 It tag
Woody vine - Ali woody vines greater than 3 28 ft to
height.
Hydrophyttc
Vegetation
Present? Yes X No
Same general vegetation as DP -1 sans A giganfica and significantly more S rotundlPolia
US Awry Corps of Er>gineers ABank and Guff Coastal Plain Region - Vers1m 2-0

P5-7i111
SmMrmg point DP
IN DasubWont (Desafba too the depth rid to document the hulicator or conihm the absence of Indicators.)
Depth
[inches)
Matrix
Color (moist)
Redox
% ccor (moist)
Eeabm
Texture Remarks
0-4
10 YR 2/2
100
_
loam
49
10 YR 311
100
sandy loam
9-18
10 YR 41'2
60 10 YR 3/1
40 organic *-M v sandy loam
18-24
10 YR 412
70 10 YR 616
30 C M sanity loam
Hydrlc
Soil Indicatom (AW11cable to all LRRs,
unless otherwise noted.) brdlcat for Problematic Hydric Sells'
FOstosol (Al)
Polyvakre Below Surface (S8) (LRR S, T U) 1 an Muds (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S T U) 2 cm Muds (A10) (LRR 8)
Black Flistic (A3)
Loamy Mucky Mineral (F1) (LRR 0) Reduces Vertic (F18) (outside MLRA 150A,B)
Hydrogen SulRde (A4)
Loamy Gieyed Matrix (F2) Piedmont Roodplaln Soils (F19) (LRR P S. T)
StraLfled Layers (A5)
Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20)
Organic Bodies (A8) (LRR P T U)
5
Raft Darts Surface (F6) (MLRA 1536)
❑
an Mucky Mbwal (AT) (LRR P T U)
Depleted Dark Surface (F7) Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8) Very Shagow Dark Surface (TF12)
1 an Muck (A9) (LRR P T)
Marl (F10) (LRR U) Other (Explain In Remarks)
Depleted Below Dark Surface (A11)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al 2)
Iron - Manganese Masses (F12) (LRR O P T) 'Indicators of hydrophylic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbdc Surface (F13) (LRR P T U) wetland hydrology must be present,
Sandy Mucky Mineral (37) (LRR O S)
Delta Ochric (F17) (MLRA 151) unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 1508)
Sandy Redox (S5)
Piedmont Floodpfain Soils (F19) (MLRA 149A)
Stripped Matrix (S8)
Anomalous Bright Loamy Soils (F20) (MLRA 149A,153C,153D)
Dark Surface (S7) (LRR P S T U)
Depth (inc es) I Hydric Soil Present? Yes %( No
marks
Hydnc soils present does not match Norfolk series description
US Arty Corps of Engineers Atlantic and Guff Coastal Plain Region — version 2.0

WM LAND DETERMINATION DATA FORM — Atlantic and Guff Coastal Plain Region
Sonny OBver Realtor Co Property W Lumber ton Dakc 03/27/12
App&=&U0w Claude Clark, Bojangles Inc. ado, NC smvgm point DP-3
invesagatorto Paul Pascarosa secft% Townd* Rango, Lumberton
n (hilislope, tomce, et .k mDwed lawn Local relief (concave; connz. no nex s4ghtiy sloped Slope (%k 5%
g&Bgion lm or MLRgk LRR T Lot see site map Dahm
son Map unit Name. Meggett fine sandy loam NWI clessificallow —
Am cilnal'ic / hydrologic caraffims on the site typical for Oft &ra of yea? Yes X No (If rte. explain in Remarla)
Are Vagetatim X . Soll or Hydrology *aim* dlsttubed4 Are - Natural Ckaimsiarme present? Yes X No
Are Vegetation . Soil or Hydrology naturally Kablematic? (ii needed, explain any answers In Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations transects Important features, eta
Hydrophyttc Vegetallon Present? Yes No X is the Sampled Area
Hydric Sop Present? Yes No X X
Welland Hydrology Present? Yes X No within a Wetland? Yes No
Remarks:
DP -3 is in an upland Area is mowed and maintained
HYDROLOGY
Wetland Hydrology Indicators
Secondaro Indicators (mhnhnum of two reouired)
Primary Indicators (minimum of one Is reauhed.
check an that apply)
❑ Surface Son Cracks (B6)
Surface Water (Al)
❑ Aquatic Fauna (B13)
Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
0 Marl Deposits (B15) (LRR li)
Drainage Patterns (B10)
Saturation (A3)
Hydrogen Sulfide Odor (C1)
Moss Tdm Lines (B16)
Water Marks (81)
Oxidized RhIzospheres along Living Roots (C3)
Dry- Season Water Table (C2)
Sediment Deposits (82)
Presence of Reduced Iron (C4)
Crayfish Burrows (Ce)
Dnft Deposits (133)
Recent Iron Reduction in Titled Sons (C6)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Algal Mat or Crust (134)
Thin Muck Surface (C7)
❑ Geomorphic Position (D2)
❑� Iron Deposits (B5)
Other (Explain In Remarks)
❑ Shallow Aquttard (1)3)
Inundation Visible on Aerial Imagery (B7)
❑ FAC- Neutral Test (D5)
a Water-Stained Leaves (B9)
❑ Sphagnum moss (138) (LRR T ll)
Field Observations
Surface Water Present? Yes
No X Depth (inche#
Water Table Present? Yes
No X Depth pnchesx +24
Saturation Present? Yes X
No Depth pnchesp 1S
Wetland
Hydrology Present? Yes No X
a
Describe Recorded Data (stream gauge monitoring well aedai photos, previous tnspeclons� if available
Remarks.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Vermin 2 0

1tEGEfATMH (Four Strata) — Use sdw f m names of PWafthL
Tra Stt *m (Plot slar $ ) Steins
1
2.
3.
4 WA
5
8
7
8
= Total Cover
50% of total cover 20% of total cover
SanllnafShrub Stratum (Plot stm 30 fi )
1
2
3
4 WA
5
8
7
8
= Total Cover
50% of total cover 20% of total cover
Herb Stratum (Plot side. 30 ft )
1 Taraxacum ofiicinafe 10 N FACU
2 assorted grasses s0 Y not rated
3
4
5
8
7
8
g
10
11
12
100% = Total Cover
50% of total cover 50% 20% of total cover 20%
Woody Vine Stratum (Plot size 30 ft )
1
2
3 WA
4
5
50% of total cover
= Total Cover
20% of total cover
Sig Powt OP-3
Humberof Dominaid 8pedas
ThstAre OBL, FACW or FAC` (A)
Total M mnberof 0omkrad
Spades Acoss M Skala: (B)
Panel of Donftant
That Are OBL, FACW or FAC: WA 00)
TOW % Cover of
Muftk by.
x 1=
OBL species
FACW species
x2=
FAC spades
x3=
FACU species
x4=
UPL species
x6=
Column Totals.
(A) (B)
Prevalence Ilex = BIA =
Hydrootq* vegetation indicators.
_ 1 Rapid Test for Hy*Whytic Vegetation
_ 2 Dominance Test Is >50%
_ 3 Prevalence Index Is 9A'
_ Problematic FN*Whytic Vegetation' (E)gftM)
'Indicators of hydric sW and wetland hydrology must
be present; unless distubed or problematic.
DefWtions of Four Vegetation Strati
Tree —Woody pests, exdudin8 vines, 3 In (7.6 cm) or
more In diameter at breast height (DBH) regardless of
height.
SaplinglStm&— Woody plants exduding vines. less
it= 3 In DBH and greater than 3 28 8 (1 m) tall
Herb — AD herbaceous (non - woody) plants regardless
of size, and woody plants legs than 3.28 ft tall
Woody vine — Ag woody vines greater than 3 28 it in
height
Hydrophytic
Vegetation
Present? Yes No _X
Wooded area is approximately 30 feet towards the north and west DP -3 is located in a maintained/
mowed field and numerous herbaceous species were not identified No emergent wetland grasses
sedges or rushes were observed
US Army Cops of Englneas Atlantic and W Coastal Plater Region — Version 2.0

L.i
or
S=V&V Potrrt OP-3
04
10 YR 212
100
1 an Mu* (A9) (LRR 0)
bam
4-10
10 YR 612
75
10 YR 4/3
25 dual matrix
sandy Loam
10-16
10 YR 518
60
10 YR 612
30 D M
sandy roam
Piedmont Roodplahr Sob (F19) (LRR P S, T)
Stratified Layers (AS)
10 YR 4/2
10
_
16-24
10 YR 612
80
10 YR 516
20 C M
sandy foam
Hydrtc Sop lndfcal ars (Applicable to all LRRs. unless otirarwise rMarl) b licators for Problematic Hydrtc Sops'
Hbosd (All)
Pokwhre Below Stu ace (S8) (LRR Sr T U)
1 an Mu* (A9) (LRR 0)
HMC 4*edon (/12)
Thin Dark Surface (S9) (LRR S, T U)
2 an Muds (A10) (LRR S)
Brock Histic (A3)
Loamy Mucky Mineral (F1) (LRR 0)
Reduced Vertic (F18) (outside MLRA 150A.B)
Hydrogen Sulfide (A4)
Loamy Gbeyed Matrix (F2)
Piedmont Roodplahr Sob (F19) (LRR P S, T)
Stratified Layers (AS)
Depleted Matrix (F3)
_
Anomalous &W Loamy Soils (1220)
Organic Bodies (AS) (LRR P T U)
5
Raft Dark Surface (F6)
❑
(ML.RA 1538)
an Mucky Mineral (A7) (I.RR P T U)
Depleted Dark Surface (127)
Red Parent Material (TF2)
Mack Presence (A8) (LRR U)
Redox Depressions (F8)
Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P T)
Marl (F10) (LRR U)
Offm (Explain In Remarks)
Depleted Below Dark Surface (A11)
Depleted Oduic (F11) (MLRA 151)
TMck Dark Surface (Al2)
IrorFAanganese Masses (F12) (LRR O P T)
'Indicators of hydrophyttc vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbria Surface (F73) (LRR P T U)
wetland hydrology must be pneserd,
Sandy Mucky Mirterai (S1) (LRR O S)
Delta Odrrfb (FM (MLRA 151)
unless disturbed or problemaft
Sandy Gteyed Metric (S4)
Reduced Vedic (F18) (MLRA 150A,1500)
Sandy Redox (S5)
Piedmont FloodpLain Soils (F19) (MLRA 149A)
Stripped Matrix (S8)
Anomalous Bright Loamy Solis (F20) (MLRA 149A,153C,WW)
Dark Surface (S7) (LRR P S, T U)
Type-
Depth (inchesk
Hydrfc Soil Present? Yes X No
Hydnc soils present, does not match Megget series description
US Amry Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2 0

1.-
LF qstem
la 1Mi
PROGRAM
July 10, 2012
Claude Clark
Bojangles Inc
9432 Southern Pine Blvd
Charlotte NC 28273 Expiration of Acceptance January 10 2013
Protect Bojangles Lumberton County Robeson
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below Please
note that this decision does not assure that participation in the NCEEP 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 You must also comply with all other state federal or local government permits regulations or authorizations associated
with the proposed activity including SL. 2009 337 An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S L 2011 343
This acceptance is valid for six months from the date of this letter and is not transferable If we have not received a copy of the
issued 404 Pernut1401 Certification/CAMA permit within this time frame, this acceptance will expire It is the applicant s
responsibility to send copies of the permits to NCEEP Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work 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 in your request to use the NCEEP the impacts that may require compensatory mitigation are
summarized in the following table The amount of mitigation required for this impact is determined by permitting agencies
River I CU I Stream (feet)
Basin Location
Wetlands (acres) Buffer I Buffer II
(Sq Ft) (Sq Ft )
Cold Cool I Warm Riparian on Ri arian Coastal Marsh
Impact Lumber 03040203 0 0 0 0 50 0 0 0 0
Upon receipt of payment EEP will take responsibility for providing the compensatory mitigation The mitigation will be performed in
accordance with the N C Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee
Instrument dated July 28 2010
Thank you for your interest in the NCEEP If you have any questions or need additional information please contact Kelly Williams at
[phone]
Sincerely
Su a li k
Acting Director
cc Karen Higgins NCDWQ Wetlands/401 Unit
David Batley USACE Wilmington
James Bevers agent
File
R:uMiru-t9 F Prot" Oar lta&
C-d R
North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net

WOJ ND1s30331s3'.MMM OtZVUn0SYI HMON 41')131Ya VN
(ba-nv 16161 :XYj 'Ib19-m 16161 (3V'08 a00W173383 z0v
91 s l a 31 a S UZBZ VNIIO?JV0 H18ON '311078VH0
a&vA37(109 .3NId NN3H1naS Z£Y6
IV I D� 1 M,A'� Y fA' tl ®3 'ON] 'S1NVanF/1S3a.S379NVI'08
�1N3I7O
33dov 88'0 NO 1333 3Nb'nbS ZOO'98 = V3YV SCNV713M 7VLO -L
HZ VDS DIHd H° ;
o
M „ZO,£G.88 S
100-8G
Z£7
M „9G,OG.98 N
GZ'8Z
GE-7
M „LO,LG.80 N
OVZ
0£7
320,Zb.88 N
£6.6Z
6Z7
3„LZ,E9.88 S
,66'9L
8Z1
M „Et',GE.ZO N
68'L
7
M 119Z16G.28 S
8f'ZG
9Z7
M „L9,Gk.88 N
j E8'OZ
9Z7
M „ZG,6E.Z8 S
,G£'6L
PE7
M „86,69.69 N
106'GG
EZ7
M „LZ,9Z.t£ N
XVZ
ZZI
M .D690.08 S
ZO'6G
GZ7
3 „£Z,OC.ZI S
19L'EG
OZ7
M ,Jf-09.90 S
89'Z9
60
3 „EE,09.9ES
6k'ZE
80
3 „6E,6£.8Z S
8-L9
LG7
3 „001L9.t1Z S
'PO.9Y
90
M „9E,Z£.LEN
E6'tu
(811)9Gl
M.OZ,EE.GL S
OL'8
YG7
M „OZ,£E.GG S
,ZO'8Z
EG7
M „G9,9G.Z9 S
,EL'ZG
ZG7
3 „b9,9b.8b S
96'EZ
k
M „ZG,i,C.GP S
GE'6Z
Oki
M „9ti,£b.GO S
90'kP
67
3„2Z,EP.90 S
X 6Z
87
M „LbszE.99 S
,Z6'LZ
L7
M „Z9,L£.EG S
08'96
97
M 11891£9.9£ S
1b9,01�
97
M .OZ,G0.09 S
89',7 'p,
67
M „80,6E.Z0 S
69'LP,
E7
M „Lti,9Z.GO S
k 627
z7
3 „bB4O£.89 N
G ti '1'Z
(ell) T7—
SN18V39
HION31
3N17
379V1 3NI7
o� Y•a�`Q, Qtl,e 1 ,, �;�
e-5
/6
/ ('dll) 3NI7
/ .11d3dO8d ONV
/ SONV713M d0 NO1103S8
vo
/ Od \0�, n� any. C, 1,
H1210N 'A1Nn0O NOS390d 'N01a38Wn7 ZLOZ `LZ 3Nn(' u3s1A3a
& 3771A3113AV3 6NV 3/IR&6 NM VC ZLOZ 'OL AdW 31Va
Ill t/9 '6 NvsnS 2 36006 61/1 b6
VVdWOO AlIV3& 83n170 ANNOS 09 = „L 37dOs
d0 Ad213dOdd
'dW N011V3N173O SONV-LL3M S0NV713M-IOZGf09 -3NVN3713
GOZL-rOG 'ON1O31-oad
\ 1N3Wd073A30 NVBdn 9NISnOH = m4
\y A783NaOd d0 MON = d/N
\ ,\ LGVM % ANVdW0OA11718V11 a311W17 = 077
--./ 8GVM 6lVM OZVM 133 3d1 NOW = Shc
-t GzVM dIHSNM01 = dSMl
dVW 31Va 3ONV8nSNl o007d = Wdld
�M
%J — , ZZVM S9d1d NOW ONIISIX3 = d13
EZVMLZ7 S3a0V = OV
IGVM 677 Z7I lOOd 3aVnos = dS
VM S -� AVM- do-1H91d = M/a
OE7 BZVM 37VOS 01 ION = SIN
r i t - z SVOA3A8nS 7VNO1SS330dd
BZVM 30.113100S 7VNOIIVN = SdSN
\9ZVM \ LzVM I Wn1Va7VO1183A
— I 01130039 7VNOIIVN = aA9N
370H 3808
S_3LQV 6VO 80 dS 69E'8 I 13S 3d1d NOW Qo
GVM ` V38V SONV713M ` 3d1d N081 ONIISIX3 O
— 1NIOd a31V7nO7VO
cVM �1'�— 6N3637
r l� \
•7 \ \\
Y.310
AVM-d0-114S18
9NIISIX3
ZGVM
h\ GGVM \ \
i OLVM w� 11
r \ — 0098869986£6 :Nld
O VM
d/N
d`v 71VN
AVM -dO 114`618 0
-9 N11S1X-3
' LVM _74SRT — — } I j 7/VN
(1NVOVA) 3a11�JI2)— — Y I SNIISIX3
S32VOb 99'L 260 =IS LtlL`lL J¢ ONIlSIX3 — \�
0 1 V3YV 107 7V101 _ _ 1 I z!
0
00L9L89L8686 :N1d 9VM s
° it LL8 3JVd `L99L x009 6336 ti- �gY�� — —4- N�
' I ANVdPV00 Al 7V3& 83A 1-70 ANNOS VsVM
— r--
1N3W3SV3 A11711n y
1N3NVW83d ( �\ SVM — — — — — —
-1 \
EGb6- 1103f08d IOOON �\ - - — - - - - - -
�dSO `�S --j 1NIOd 71VN \ 0 7V0 31V7�0
AVM-=101HS18 j 43 S38b E9'o 80 S89'L5N1S1X3 A � d_
]Wm _V38V S0NV713M — -7 / — -
- / —�
\ �• Y� ;� `\ \ 22 ��'� 3N17 11838088
y ('d1d NOW 899 3SVd '9£G 1 NO08 a330
3818 N081 \ W W. — -- — — — - �0- ' �i
, p _ _ — — — c0� �� i / 1N3W3SV3 '1SN00 'dW31
O9 C\ N01838Wn7 86.1110
7 0- o- y \\ O T 00988699£686 :N1d
,rON� ZE �� 6 /,i /�� 6t k 3JVd '9�i, )1008 6334
N3LLVS '6 NbSnS
�CLV ` _ 1NlOd l b CVM � '1N3W3SV3 35VNI
V80 7 a31V7n07 > 1N3NVW83d
EGfb- 1103fodd loaON
E8 aVN 018`6 ONT
b6'90EL66G.9
-Z r(2 0,V / N • OE'0609££ N
�' ✓/ `T >j �� �� .Z� SIN
d dw �(11N101A
aJ NOIIOV 3OVSn
91 V0
371/1
3VI01dd0 A L101V7nE)38
1N3W37ddnS 7VN0IS3831V18d08ddV 3141 SNIZ1711n 30V1N SVM NOIIVNIW83i30 SIH1331Va S1H1 W08oS8V3.1 3/118 0330X3
01 ION a0183d V 808 NOdn 03113839.1VW NOIIDIGSI&nf 60P NO1103S 20 NOIIVNIW83130 SIHl 'SN011V7n538 a3NSl78nd 7� cb
8n0 80 MV73H1 N13SNVHO V S7 383141 SS37Nn '31Va SIHI NO a3NS1S83aNn 9H11,9 03N1W83130 SV IOV 831VM NV370 3-11 $.
d0 60ti NOIlO3S d0 NO11O10S18nf 3141 d0 A&VONn09 3141 S1Old3a.1731V8nO0V 1V7d SIHI d0 AdOO S11411VH1 S31411830 SIHI,, p 7 80 N9385831NIM
82,730 M wN18V f'£ S 66'RP': bG'9EG 0GO � O
V1730 5Nr2iV39 080140 1N35NV1 3AdnO p Z-
37SV1 3AunO
1N3W3bnSV3W O131j INOaj add S3NII /ddBdOad NO NMOHS 33ONVISIG ONY 2DW4V39
'V1VO 673/8 a38nSV3W W08d S31VNI08000 SNISn a31ndWOO SV38V 77V ('E
'NOIIVA8.3SGO Sd5 NO 03SV9 SON18V39 aNV M80M13N X18 01130035 SdS '0 N 5NlOSn a3HSlO79V133 S31VN1a8000 GI&O (•Zl 80 31V80d80O
S31ON 7VLj3N36

AS
NOLWWOSW
3LVQ
'ON
WO'J'N`0I616);X5J'MMM f19CL YNIIONY�100HIC 'HOI3no
IbLf�QbQ (616) �XVi 'IZl9�BbB Ie1e) QVOM MOOW033tl] ZIfQ
I� O 0 S I G 311
WON] IN [ ®D
I
SLSZ-LZS (bOL) :3N0Hd3'131
LZBZ VN1702IVO H1NON '31107aVH0
O HIH 30'9110 WHO
'OA19 3N1d MI3H1!)OS ZEi6
ONI 'S1NVHn V1S3N,S370NVP09
:N3NM0/1N3170
J �./� a4,/ J
NVI NOIIYLI71 VIS S30 N
N
WQ
s
m
m
R
m
-
f1
r1
M
a
O
2
\
z
VNI -708'0 H-L80N 'NO1H3skv �
'0/78 37A313A b� �/ l2�a NM d7
i 1 �6
Fuu
IL —u
O U
H 2 �
OHO
SLN3IYW00 AlYJ pNY MN300N
Zi9LS0
L
a
SNOISIAMt
K
LU a
IL�loI OO ZSi // // 7✓�
ss low *0
voc
UW1r
I/
m m
4\
m
4
.. .... ....... ..
IyN
<ryC
rjj
H,
I
O
2
\
z
Fuu
IL —u
O U
H 2 �
w
s yk
g
a
Zg
K
3
3
F
�u
nq
Rini
i3�
MG
�y
KyI
W
y °u .>:
.Y
.. .... ....... ..
m
O
2
\
z
IL —u
\` \
` \4,
�,, k"
`7,
. ". z
� N
U ° 1
x a
�y a �
3 a
R
ta�
{ .tl
�NW
E
4
,ems
\
Ilia
NOM 01SN't
MTN
♦ ♦♦ ♦fir ��� a.0 J ♦♦ .
I�� ±S
�dQ
i/
M
04g �
�Ow2
W4
O
C� C\ C
1 two
Q.
V1
mil. \ M3
x
oi-
Q1
M
� II
� w
2Q
co
Z
Ii
i
y`3
I i
ION If °
�
41''1 'N 1141.1 ZlDu 1IB' 'S30dN' 11081010\ la o . 'uovaWnl. 1.1 L- 5V-1.O
m
O U
H 2 �
w
s yk
g
3
3
W
a
�gJ C O
o O
3
LL
W
y °u .>:
�,, k"
`7,
. ". z
� N
U ° 1
x a
�y a �
3 a
R
ta�
{ .tl
�NW
E
4
,ems
\
Ilia
NOM 01SN't
MTN
♦ ♦♦ ♦fir ��� a.0 J ♦♦ .
I�� ±S
�dQ
i/
M
04g �
�Ow2
W4
O
C� C\ C
1 two
Q.
V1
mil. \ M3
x
oi-
Q1
M
� II
� w
2Q
co
Z
Ii
i
y`3
I i
ION If °
�
41''1 'N 1141.1 ZlDu 1IB' 'S30dN' 11081010\ la o . 'uovaWnl. 1.1 L- 5V-1.O

w
WOE N'JIS30311SD .A.*M f191Z W1021V3 RLSON'110131"
I4Lf•848 (616) �XVJ '1719.848 460 M(M 40OW03340 Zug
I V O I S T I H I S �L ����wwQ� ELZBZ VNI708VO H1 d ON '31107aV14j
Gavn3Tn0G 3N1d Na3HInOS C0
Z6
y '�NI "S1Nb2/nV1S321.S3TJNF!('08
= 1N3170
S380V 09'0 dO 1333 -98MOS 809`LZ = V-98V SONV713M W101
11 09 = trout T
ooL 09 9z 0 09
TI` OS DIHdVMf)
VNl70rIVO 14 L80 A-LNn00 NOS380d 'N01a38Wn7
Z4oZ `O£ AVYV :G3SIA3a
GVO& 377U13113�1V.3 ONV 3/llb0 NMVG
Z40Z `O4 AM a1vcl
N311d8 '0 NvsnS'R 30000 OU1 d0
,9L'99z
ANV'dVVOD Al. ab3� 83170 ANNOS
09 =„ 4 37vOs
JN18V.99
GHOHO
dVkV N011d3N1730 SONb'713M
SGNV713M-G03Gr08 -'3WVN371j
H1JN37
4071-!'08 "ON103r0ad
,3,78V-L 3ALfno
10033avnos = jS
13S 3dld NOW
AVM- j0-1HO18 = M21
IN3Wd073n3G NVGHn JNISn0H = GnH
31VOS 01ION = SIN
.17a3lN80j a0 MON = j/N SaOA3AanS 7VNO1SS3jOad
.INVdMO ALITEIV17 -J, 1-1 -
jO A13 100S 7VN0/1VN = SdSN
„sz,Lt °9t
M „dz,90 °t£ s
,ss•$tz
,tc'9£4
100-oz£
,9L'99z
40
V1130
JN18V.99
GHOHO
1&13JNd1
Sn1ObN
H1JN37
,96£7
,3,78V-L 3ALfno
z .Oe / ('d/,.L) 3NI7
)Ve
J, per'• c�® �` l,.La3dOL�dGNv
SGNV713M j0 NOI L03S&31N1
e M
- 077
INnl v0 7V011a3A
47
13S 3dld N081 = Shc
01130030 7VNOI.LVN =
GAOA
dIHSNM01 = dSAU
ZO'8Z
Vu
M „09,94 °Z9 S
370H 3a08
047
dV1N 31Va 30NVanSN10007j = Walj
,96£7
447
M „Z 4,t£ °ki, S
13S 3dld NOW
/6
S3d1d NOaI JNIISIX3 = dH
"',dill III l l flff,,
67
3 „LZ,£t °90 S
3d1d NOaI ONIISIX3
87
S3a0V = 0V
as = � �:.a f�'�i•"� ;� _�� n�., !� yV /
L7
M „Z9,L£ °£4 S
08'84
97
z .Oe / ('d/,.L) 3NI7
)Ve
J, per'• c�® �` l,.La3dOL�dGNv
SGNV713M j0 NOI L03S&31N1
e M
- 077
INnl v0 7V011a3A
47
13S 3dld N081 = Shc
01130030 7VNOI.LVN =
GAOA
dIHSNM01 = dSAU
ZO'8Z
Vu
M „09,94 °Z9 S
370H 3a08
047
dV1N 31Va 30NVanSN10007j = Walj
,96£7
447
M „Z 4,t£ °ki, S
13S 3dld NOW
Q
S3d1d NOaI JNIISIX3 = dH
�
` (a4) 9 v'
67
3 „LZ,£t °90 S
3d1d NOaI ONIISIX3
87
S3a0V = 0V
INIOd G31v7n07vo
L7
ON3037
�EGbM
GI NOI LOV 30VSr
31 of
7VIOIj=to myo1V7no3t
.'7Vl1NVW NOI1V3N1730 SGNV713M SL133NIONE
61� \ j0 Sd&00 Z861 3H1 O11N3W37ddnS Imo /sgL
�p 3LVRIdOLIddV 3H1 ONIZ1711n 3avW SvN
NOIIVNIVY83130 S1H1 31Va S1H1 /NOLdj SMV3)
1 ZtVM 3� I-4 033OX3 O110N GOla3d V a0j NOdr
NSIG `` 03173a 3E7 AM NOIlO10SIanr 606 N011035
AVM �O-1HSIH j0 NOIIVN1kVH313a SIHI 'SNOI1v7nO3b
SNUSIX3 \ G3HS178nd Lino 80 MV7 3H1 NI 3ONVH0 b
S13L/3H1 S337Nn 31VO SIHl NO 03NOISa30W
3H1.19 03NIYV83130 S 10V 831V/V
C LVM NV370 3H1 j0 606 N01103S j0 NOIIOIGSIan!
/ d 1 3H1 j0.121 vGNr108 3Hl S101d3G .1731 vL1nO0 v
/ aaSOo0 O �� % �\ IV7d SIHI -0 AdOO SIHI 1VH1 S31j11L130 SIHI,
'' i Od vM cN
� y Oda `
�d���jf 40 0098£699£6£6 Nld
�(� , c y ti _ �`4 , �� 6t4 'Dd `9tt '80
>V ^�'\ —`�� `"� II I N311 b'8 .0 NvsnS
6VM - rye °cA I ONV3000D Ol/1b'O
JIN
I
�lr4
L I
� I
71VN
AVM-j0-1HOILl
ON/1S1X3
co
o
a
1N3W3Sv3.111711n R`
Q 1N3NVkVdgd
E 6 66-I 1O3rOdd 1000N
7 71VN
AVM-jO 1HO18
ONIISIX3
,
n11 c- ! 00
Vr, YV , cy
y
� p2
o "s�
J C'.
r. r
r
-4 /�- "-%l6'G�
�O- o' ON
3dld NOLlI
47
��0
s_�'✓ d ��_..
y�Z
<V
ZO'8Z
Vu
M „09,94 °Z9 S
,£L'Z4
047
3 „t9,9t °8t S
,96£7
447
M „Z 4,t£ °ki, S
v \
047
M „9£,Z£° 4£ N PJR
�
` (a4) 9 v'
LVM -�SJp — y1 I 71VN
(1NbObi1) + AFM- 90IRD19— ONUSIX3
S3&0v99 "4 X10 3S LtL`4L _SN11SfX3— !
d38d107 W101 0pt _ 1 i�• 7
00L9L£9L£6£6 Nld 9 v `�! s
LL£ 3Jdd `4994 >1009 0330 � °° Cr) N
ANddW00 A-L7V3c183A170 ANNOs 'vam o
o � SVM
��\ — LNIOd
11LS��C^ �� a31V7n07vO
L s3aovE9•ovojs8E9,13- j� — , —•�
b'3NV SGNV713M -7 / —
\\ IA I/— — — — — — — -r -- TL, ��1 3N17uLr3dOHd
EvM �— — — — — — — — — — �� G3sodoad
o
0� 77e
�� \0/ \0�_�� 8SS 3J vd 'm 1 M008 G330
1N3W3SV3 '1SNOO • kV31
NO1a38Wn7 JO AD0
ZVM ' 0098£699£6£6 -'Nld
6t4 30Vd '9tt x008 0330
N311 y8 'J Nb'SnS
ONV-90000 CIA VC
3/N
1x111 \ wm i' \ i'1N.9kV3SV33OVN1V8G
1Nn0 �1 �) i 1N3NVkV83d
G31v7n07v0 .' Et"- I1O3rO&d 1000N
E8 OvN OINO 0N7 \ �' ���,'
66'S0U 66 t 3
OE'0609EE N 7:r
0 \
SIN
dVPV A1/N101A
kVoa=l38V S3NI7l,.LL13dO8d NO NMOHS 33ONVIS a3GNV SON (VV39 ('6
0731j aganSV3W WONj S31VN1GN000 ONISn a31ndkV00 SV3av 77V ('E
'S3OWL.910 GNnONO 7VINOZIaOH 32W S.9ONVLSIG 77v ('Z
ND�1dl1�3S9O S89 NO G23V9 99N)8vg9 aNd Ul40M13N N1LI 01130030
Sd0 'O'N 0NIsn G3HS178V1S3 S3IVNIC78000 GINO ('C
S31ON 7VL13N30
80,
11S
47
M „0Z, Co. 44 S
OL'8
t47
M„0Z,0£ °44 S
ZO'8Z
£47
M „09,94 °Z9 S
,£L'Z4
047
3 „t9,9t °8t S
,96£7
447
M „Z 4,t£ °ki, S
40'tZ
047
M „9t, EP- 40 S
9Z'dt
67
3 „LZ,£t °90 S
86 62
87
M „4t,Z£ °99 S
Zt•LZ
L7
M „Z9,L£ °£4 S
08'84
97
M „89,£9 °9£ S
t9'Ot
97
M „OZ,40 °09 S
89•Zt
t7
M „90,6£ °Z0,9
68'Lt
07
M uL7�,9Z°LG S
,G6 ZV
67
3 „t9,0£ °89N
dt'tZ
(all) k7
ONJaV38
H1JN37
3N17
378V1
.3NI7
LVM -�SJp — y1 I 71VN
(1NbObi1) + AFM- 90IRD19— ONUSIX3
S3&0v99 "4 X10 3S LtL`4L _SN11SfX3— !
d38d107 W101 0pt _ 1 i�• 7
00L9L£9L£6£6 Nld 9 v `�! s
LL£ 3Jdd `4994 >1009 0330 � °° Cr) N
ANddW00 A-L7V3c183A170 ANNOs 'vam o
o � SVM
��\ — LNIOd
11LS��C^ �� a31V7n07vO
L s3aovE9•ovojs8E9,13- j� — , —•�
b'3NV SGNV713M -7 / —
\\ IA I/— — — — — — — -r -- TL, ��1 3N17uLr3dOHd
EvM �— — — — — — — — — — �� G3sodoad
o
0� 77e
�� \0/ \0�_�� 8SS 3J vd 'm 1 M008 G330
1N3W3SV3 '1SNOO • kV31
NO1a38Wn7 JO AD0
ZVM ' 0098£699£6£6 -'Nld
6t4 30Vd '9tt x008 0330
N311 y8 'J Nb'SnS
ONV-90000 CIA VC
3/N
1x111 \ wm i' \ i'1N.9kV3SV33OVN1V8G
1Nn0 �1 �) i 1N3NVkV83d
G31v7n07v0 .' Et"- I1O3rO&d 1000N
E8 OvN OINO 0N7 \ �' ���,'
66'S0U 66 t 3
OE'0609EE N 7:r
0 \
SIN
dVPV A1/N101A
kVoa=l38V S3NI7l,.LL13dO8d NO NMOHS 33ONVIS a3GNV SON (VV39 ('6
0731j aganSV3W WONj S31VN1GN000 ONISn a31ndkV00 SV3av 77V ('E
'S3OWL.910 GNnONO 7VINOZIaOH 32W S.9ONVLSIG 77v ('Z
ND�1dl1�3S9O S89 NO G23V9 99N)8vg9 aNd Ul40M13N N1LI 01130030
Sd0 'O'N 0NIsn G3HS178V1S3 S3IVNIC78000 GINO ('C
S31ON 7VL13N30
80,
11S

U e8
mN
U
w w
NW
a W Q W —
a2
3 _
z
N
4J z
gc
K C
LL
E
Z
cr
3 cW
Z 8 z
LL
c oy5:
O
O
W
Q) W Q o
W N
b
ti J N o O
Q Q Q N Q
CC m Q
m V Lo p V
�W2� Z= W w �
� � m z
0
O (/� 0 CL W O j
® ACC �� w o
C) LLJ W 2 v
•": Q WX�= -� W z z
O a CL
W Q y W W
N ~ y p
m V
C/) J V U Q U
ct
p
Q
ui
of b3A�byB
h
e
9 }
m
JS� Q
d0
Zy m
y h
SB d�dy Z
Z Q
3 _U F
g
j � o ui
w w w i z
g h m g
O W m W m W w w
Q ^o
mQO hozn ��
1 K :?P,
K W mw� g'o
a¢o ca �iU zmc¢iw^ ¢¢^�' w ¢y�
znmF¢� z �mhwo .. °^ o> > ¢ �� °? a h°$^ a 'Ili o `7 LLwn ^ nw
FK�Oe
2z,
W
¢
w
y
o�
ZQQ
��O
Z 2
Q
LLU V
w
?
,wU
WOKN
w
�~ow
m �
Wwmm
m U
m
m
CIO�
aacwi
O
IS-2n
C �`°
OZ mkt 2,na
2
�
¢
mmz
m�
w °zm^
mcwi p`
mm mM
zh�z°
w ° °m°
mwzWO,
tim.-
¢¢°�'
w om
ww�$
�LLh
oLLO6�
I
Z
O
w��
U' 00
Wa
IU'
¢¢I
s¢
LLmLL
LLJCUZ
>
j
C
hhF:O
Z�-O
¢�¢
gNWOrn
�1 -h1�2
U
1=hF.2
LL4LL
I�
�Q�
oog¢�
W,mU°
oogz�
°owZ2
aZw
�
��
oQZmFa
ozow�°aa
o�ow¢=
LLQ= olWO=
V
m
?mmZ J
Wpm
op >zo
�zmhW
O
ezmha
ohe o`Um�a
Q
UNJUOti
UNa�ti
UH�UO�
2NLL �p2,
U U°IW-
4UVW.
UOvmi �U4w.
^O gjU1W-
H�UOW
UUIW
¢U@
U
U°
UU W 20m jU�
Z
O
`W
Z
W ,
Q�
�
=
0
W
2
O¢
W
ti
�
�
z
y
oog
e
m
0
o
q
o
vwio
o
9
�
3
CIO�
�IhO
O
IS-2n
C �`°
OZ mkt 2,na
2
�
woz
�cwii�a
wmz
mcwi �'
w °zm^
mcwi p`
mm mM
zh�z°
w ° °m°
mwzWO,
tim.-
¢¢°�'
zm�
mma
h
�a
m ¢
mh °g
I
Z
IOW
LLJCUZ
h
LL�KUO
IW WU�
hhF:O
Z�-O
F.O
1_4
�1 -h1�2
�hni -Z
1=hF.2
h2 ,o (IO ..Z
I�
oo�ea
oog¢�
W,mU°
oogz�
°owZ2
aZw
�
��
oQZmFa
ozow�°aa
o�ow¢=
LLQ= olWO=
V
>mm=.w,
?mmZ J
op >zo
�zmhW
w
ezmha
ohe o`Um�a
Q
UNJUOti
UNa�ti
UH�UO�
2NLL �p2,
U U°IW-
4UVW.
UOvmi �U4w.
^O gjU1W-
H�UOW
UUIW
¢U@
U
U°
UU W 20m jU�
O
Z
=
0
W

12,
°z
NOLLd21JS30
WOO N9IS30311SJ'MAmx 119LZ VM-IONV:) HAON 'H'JI31VU
IbLL'9W (616) 'XV3 'IZl9.9t9 lhlGl OV08 NOOW0338J ZO
NOIS3(l 311S
O S1N3NVYIOJALIOONV NN30ON Zt-St-90 t
SNO)S)n3a tv
14
„SrP
NN7d SNOWONOO SN11S/X3
9L9e-Ld9(POL) -'3NOHd3731 S w
NaV7O3onv- io :'N.UV N R
!Z VNn08VO Hl&ON '3"07aVHJ VN1706fVD 1412ION `NOla38Wn7
On78 3NvdN83Hlnoszere 'CA 7S 377U13113Adj $ 3/1210 NM VG
m m ^ a V
'JNI 'S1NVa/1V1S3a,S3J!'
lNV09
:a3NMOlIN3110 V # s
fig / o
o
/fo
aE rA
ss
8
v ,y
f,01 v
/ tG O
Fu
s �
/FG�
lb
�+ t� FO of��• -1 y
Oo f o fo
P�1 0)P�
PS ?�
M
/
FO
s -
SSA
m ;
i
Lzbit.
O
W
WpYpwyLL�Z.
� y y h
tea^
�W 3
0
JW
�3 \
yti
/
cs
w333333w33W3333
n
Z.nyawwhhyyhyhyZ
U ?
3 � .�j�C y��
/ /pV•tIP
/SS
F
14
„SrP
NN7d SNOWONOO SN11S/X3
9L9e-Ld9(POL) -'3NOHd3731 S w
NaV7O3onv- io :'N.UV N R
!Z VNn08VO Hl&ON '3"07aVHJ VN1706fVD 1412ION `NOla38Wn7
On78 3NvdN83Hlnoszere 'CA 7S 377U13113Adj $ 3/1210 NM VG
m m ^ a V
'JNI 'S1NVa/1V1S3a,S3J!'
lNV09
:a3NMOlIN3110 V # s
fig / o
o
/fo
aE rA
ss
8
v ,y
f,01 v
/ tG O
Fu
s �
/FG�
lb
�+ t� FO of��• -1 y
Oo f o fo
P�1 0)P�
PS ?�
M
/
FO
s -
SSA
m ;
i
Lzbit.
O
W
WpYpwyLL�Z.
� y y h
tea^
�W 3
0
JW
�3 \
yti
/
cs
w333333w33W3333
3'
Z.nyawwhhyyhyhyZ
U ?
�
F
N
3j$
3
m �
Oyu \
°:
��Y A
oa
/
/ c
/ E
/
t
jN \:
O2 �o ova . d+ • ` "'� ,� '•. �` h �i
\ = w
Lzu m
L!7 `
\'
�ou
` AYM
<N�
y
f�>
� o
A A—b
fs5 rr OwG
$SSS$ rrrr
r
Wa $g��
g 2 $
G
All
' ®00 00'ZP60 19*.0jj®p
!;illlll�
i
I
V
U ?
�
' a �lig
jN \:
O2 �o ova . d+ • ` "'� ,� '•. �` h �i
\ = w
Lzu m
L!7 `
\'
�ou
` AYM
<N�
y
f�>
� o
A A—b
fs5 rr OwG
$SSS$ rrrr
r
Wa $g��
g 2 $
G
All
' ®00 00'ZP60 19*.0jj®p
!;illlll�
i
I
V

1
AU NOI1d910S3Q 91 V ON NOD NOi5iiO31150'MMr6 QWZ VNI103Y3 H18ON'HOMY8 Nd7d 3110
[W'M (616) : i 1Zl"09 (616) (JVOS +YOOP403RD 10 4 Pi
SL9Z -LZS (VOL) �3N014d3l31 '?
Ng >raV7o3onV7o 'NlJV VNI306VO H1a0N 'NOlassyvm R
,, j 1 S I —� 3 �_"I ��,;; e. M VN70aV0 H1a0N '31107aVH0 o a ( 1
0/179 3NId Na3H1nOS ZE66 m m v
-1 �a �\ �y ) x � < �� ON �s.1NVandls3a,s370NVro9 0/178 377!/1311.�it d� �' 3/IlL10 NM b'Q �
OHO S1N3W600 ABO QNV UN30ON zk-Bt-w L
SNOISIA3N :a3NMCaN3170
�c � w � oy 'y' ¢ � rc � J° y � °• � Y� i � � z
°o w� : O F� Ed� WoiOz
�<
N •'�n: ti ...A
._.s... I .-
'E
"w�••`•J
:
log
' p o e ' m t 4, i � >� :9 ft � I I k ° ° 6� @ ° pi W ¢° ° $
W ° SH HI MP H 4w°
$y V46 i zg�s MHE,5 I C.,
!
;k x ° N � �ywW yziA 12, i
&ui c2�i ��O u FU Q �y 2< 2OU_<w 44W j •''? `�. •. �...�wg l,.
$O� f < <U �4m4 ua< F 4-•Y: < U S3 i� K y� WD 2 4 Ui °C 2 on�� 002
Y +3A't�...�.
3W¢W�LL
Q ii. r p LL <C UT WO Utt 2y2 t: z,< m� W? W 2 Oy =U4W W�3(� �� ld' (� f
OcyS°W, z 5 4 c KiKi�S �'QQ °.O zg �uH 2q26 o ; 03 Rw 53g°3g WW ,ZOZ yW� oo 2W2 (mn>� ZO <`� ''¢y a� > a ��Ow o G "wpp cp¢ .°3 >`J WW°i� y. �$iu`p lwr;a °hw y? k°'o> '•''n''r� i <
LLf €2Wa <UN U�
�021�'N c�:i� y &w a�' �d i 3 S
O OU'm¢F � �YQO �< 4KC~ �� �~LL � S
I�2y. FO W <mWJO
Z F i LLuWW OFSQW` OtN & O� 3 w� ya <£ w52q� u2y� C �S 22Oti 3Y p Cj0 Q V OOp C< O Wp O�¢
Q o _ �. = o��WO wit i3 cW °o w y z i n c u`8 o ww w�a two OZwa° $° R m��3 wI£
u�'k'�'- of o
yy KKW Q WW ww 2 $ o w w $z w¢ m I zO�' <'s5 wmw�xwwwF� aa�
W
V. V�y Zi_`� U� 0� UT Oy y° u7 rji� i0 � �W m<ZU o <u
WHIR ff�w o� a9a Oawk �iw�U'o J °uj J� i Ck yy 2r�i,U a� L�� �S'�rcEO� w O w
44�Fy $g z22 >?Po°orc <c' <c z oc ° o°z y p y$ppp yZZW1 �2 ��{{�•• LL pZZ wax'%% w myzo pp 22� <°z a ads Zpz� oo"ooz O
W Z^ �` �`p i 8 U �q U 42 UN ¢ <O ¢O�< a i UF <� �0.~i, W�� W� a <U 1-O
H N R .. .. R y LL y N to
fo
22 0
7 \ i
Hao �•' "`�/.�� ® w � � °nZ ®�a +;�'� �•%L��`i�j `,` \\ � ; <� yrci F3 5m "
f: '. %'�°*'. `� 11 J► - to k" S ' i a �° z I - „-r*.\ , ° `; 1\ (> °is. `x
j,pZA 10ow'
rq� � �� � 9
�0 � °o t�` . � � Iyg� ' va _ `�„•'. , per'
r-
6, `psi
4y d a w n
` 60.9,
1
\ NwL
`
m O Z
C
�% V
. b
o p
e W Q
u
R \ O a 1oN1d'�o�NG�Nd
% X' a`e3 Jt1J
G ILy�� % M
ti
Q
WEB
I � aam
0 L61
T1 oOZ
C'
g 12
o
0 0
° g
g. w
Lo
�A i yob i"ii X•-
d
)0000000 ®O � 00800000 ® © ® ® ® ®®
Z o
_ZW
W C
m al
m
2
yI O
W
LL x `■
4
p � �
ear• wa��: �T: �, ��, �•,,,• �,., � ,� „- „� „�,.,,��.�,,.,.,M,.._,,._ .__.._.....�__ ____.
i
i
i
i
WEB
I � aam
0 L61
T1 oOZ
C'
g 12
o
0 0
° g
g. w
Lo
�A i yob i"ii X•-
d
)0000000 ®O � 00800000 ® © ® ® ® ®®
Z o
_ZW
W C
m al
m
2
yI O
W
LL x `■
4
p � �
ear• wa��: �T: �, ��, �•,,,• �,., � ,� „- „� „�,.,,��.�,,.,.,M,.._,,._ .__.._.....�__ ____.

AS NOUd18OS3(7 3LVO I 'ON NV 3d `ICS
wo3NOIS3a3usT6u\n\ S14/ZVNIl08VJFp80N'HO13lVN NV1d ✓NIQdOJ
It L4•R64 (6L6) :XVA 'IZIP4tR (616) OVOB 80OW0338J ZI£8 9L9dYi9 WJ - 3NOHd37 -U u N co
N O I S 3 CI 31 ! S LZ YNI702VD H18 0 N '9,UO 0 77 2NdLHL0 V VNI70NdO H1 &ON 'N0123&yvm °
U
�/ 'OA7G3NIdNa3H1NOSZC06 'Qn78377in3113AV� 3nI�iONMd0 m ¢
'ONI 'S1NVd/)V1S3d,S37JNVf09
'JHO S1N3WWOO ALTO ONV aN3O0N ZL -8LS0 L °
SNOIS1A3d - d3NMO 1.LN3170 oo & g
LLnadQ�
gym. 8 �mym8 m s� YS m§ -w >Z A
S � ��`Q �' 'a � �° � � o�w m: ��w 5 " � W <`UC `3 nR F �•y:
ywyme
rc o ow m z z �m so ym`z F� . y e g o
h m5 ¢" Q m �> n W n ;
Rao guyo��<F g z�ma p$ym gZ��m$ y a yyi o E $ $mC�p�y zff
w S N �ym � � ZC T Q��.- � �T �W OJ�"tn O j�2 W �� 6¢ W W O k� Z � z�_mW
OO ¢ GY S� W2y2 FFj 2 0 {„ O 5U5 Z O ((�9 2~ Ciy2 �j 5m~2
Wm2 adz mii'I �OW O� O> O2 VV °> F £ ��mc�t,y OQ y Oj0 W OC
m� wwp z mQc ow$ y "�ry^,...._...��Pa! °�t
<�W pig p .1
+ak'o m
Ey° wT �y m d O o7 m 2. tl48m Vol 148 Ha; � W ° Fa �" �� m za?s' �N� oa Cl imp' i� ° y mz m" � k" $ s�m�o8R o ��$�Z mk,
148 Ha; zW�, o �" �s pp��' ]F��' mwm wn o] F� py c�4 m y y� gu��' Ty z m MOM yzO���
a -, omi O aZO �.� �p iSi > w ; <� y�OM HIN g
W w� 5nz �k'�m Z$i a5nzu y ¢m�'iw" z U y is io g Fw ;c� 2zyy go$WFa _ ��a igg .�:�•e ", .
smmW am wy� C 33 W° amF o w 2 s ° Y e� m O BWS� oz LL k i ^. lY`
2 ° I sm Ogg $y T<°z Q> w Com� ' w O ?tea 9 m` i " $ 7w��wzw>�am �e�FZ $ 7
ty y z_" Qo Q Q e y8 az 8� w ° 8 '
i Q w m ow �w ° z m d' o R z �'w ,m w Mrci.:
mi�`< YoY C {2pWaW zOmQ 8 2< � ¢� '^z,"�LL�Wj;fl p8
U y gg j a4�uyw F�yy..@@���yyyyyy WF� °y TAW MWFU QN 4` _Zy F]] Am2my'2 022 ]O Uy Wtiy Sy �n W �•wip6Q�0 �_Om80WFi �' W V1o3 ., y , «.ti �i
qu Zi .A8
46j: �nm y0 UUU 2 m i WrX4?Q _.. a' 4 i5 a
_ oao tS' wS i`owy ppz
yaa 7`d� 4}N Wm WIC %h 2 yr,Ofi 24T2 O ¢_y k <pp} yF.i ppWWWW QW` Y
¢�_G�p>Q 62�y ' �n2� �]3T iyz° - a O< � §_ OT W� O yyoi� pN
MU MI
O
qqQW i�� WOZp 2�` W� JT4S mgp2p `Z` Q ZoNo F2N �z2�zy aq t'l rrnn go3 �QY > U2 IU CW `]2 pOQD''TW2g _= ]~OV Z a
O22 OY �3WOwmU myUU k' p1 m?IM �U Nj U '2� �C �W ua 3�¢ Q O WE, W� Ww 6y? 3: U2Z < �+ ^2T Si Sm 8a y
O� hZ1 O < 3 Mau 8 �N <��
U i i m ggio a y u tv'm �'? x 3 w
° a °¢ ztu zm<V <mm v] y Qo i3om <zwn wm.°mYcY �dn u m gm O wu
IAW
— — ``` \N \\
fo r
� 1
J
ry 22
i' w '' P `8 FOR JEz'� ' �.' /' ° \ \ '*° \ t' \'� r ` • \\�, g m
Nt.
FO
x 0 1 zz \v
\ ; jL`•.
8 \
'N R k tiz` \% . 8
`\
¢s /Jul
�. \ \6 RR xy
u\ \
ti
\ < \
\ \\ n ,a/ FR $ \ 3 8$: z 4 .— // /
���� \\ /•D� � $$ M\ — 1'181_ �_ -- —12Y �W � 01�' i t�
w
ff d 4�m Oa°o2
m z m
W y m y E� 3
LU
LU
Lo
O gWp�3 V may O ° e
w S
_ q
i
� m ti O
y F
NR 12
Q. U is w° ? p W WS 413 RE q 7
n o x x o Qwmo
_'U 4 W$°
H OZW �= pw �,1 m `
' � W �FxBV meG 92 �i+�
a Y Q Q g a
� �y�tu`mw ..�' `.^' `^^' ...•. ...,. ...., wzi S °�
y I4
ai 4 ©O O ®9 ®O ® ®® �`zs °wwwy O 8:1e$
3 4 d d d d d d d d d d k'Q ,]� Jo° ct
W �Qc`�Q SW u f�il�e iKZy �W ^G�LL �c °
.CYO — 9LZG9 z10z,9z11'e d' J- 44z1roH�0 ¢111ef @7N'valmpum \ -lezlP
'�ei�e•roe�.x
8
8=
R 8
e
R
d a d
�F
r
ti
C g
g�
tl ci
C{ C�
m
a~��
R
two
Ia
R R
R R
R R
R
ti
\ < \
\ \\ n ,a/ FR $ \ 3 8$: z 4 .— // /
���� \\ /•D� � $$ M\ — 1'181_ �_ -- —12Y �W � 01�' i t�
w
ff d 4�m Oa°o2
m z m
W y m y E� 3
LU
LU
Lo
O gWp�3 V may O ° e
w S
_ q
i
� m ti O
y F
NR 12
Q. U is w° ? p W WS 413 RE q 7
n o x x o Qwmo
_'U 4 W$°
H OZW �= pw �,1 m `
' � W �FxBV meG 92 �i+�
a Y Q Q g a
� �y�tu`mw ..�' `.^' `^^' ...•. ...,. ...., wzi S °�
y I4
ai 4 ©O O ®9 ®O ® ®® �`zs °wwwy O 8:1e$
3 4 d d d d d d d d d d k'Q ,]� Jo° ct
W �Qc`�Q SW u f�il�e iKZy �W ^G�LL �c °
.CYO — 9LZG9 z10z,9z11'e d' J- 44z1roH�0 ¢111ef @7N'valmpum \ -lezlP
'�ei�e•roe�.x

COMMERCIAL
SITE DESIGN
8312 Creedmoor Road Raleigh NC 27613
919 848 6121 Phone [phone] Fax
w w w csitedesign c o m
Erosion Control & Stormwater
Management Calculations
Bojangles'
Dawn Drive & Fayetteville Blvd
Lumberton, North Carolina
CSD Project No BOJ -1201
la 4AP4p
`F
t
F , P 0266 l
ANrr r rr q
P
O ,�
z 2 SEAL 'r-
26411
4i1, J BAG
.April 18, 2012
Revised June 15, 2012
Revised July 12, 2012

TABLE OF CONTENTS
SECTION I - EROSION AND SEDIMENT CONTROL.
2
1 1 PROJECT DESCRIPTION
2
1 2 EXISTING SITE CONDITIONS
2
1 3 ADJACENT AREAS
2
14 CRITICAL EROSION AREAS
2
1 5 EROSION AND SEDIMENT CONTROL MEASURES
2
16 VEGETATIVE STABILIZATION
4
1 7 TEMPORARY STABILIZATION
4
18 MAINTENANCE
4
19 CONSTRUCTION SEQUENCE
4
SECTION H - STORMWATER MANAGEMENT
6
21 STORMWATER NARRATIVE
6
22 STORMWATER DETENTION
6
23 STORMWATER QUALITY
6
24 CALCULATION METHODOLOGY
6
25 MAINTENANCE
7
APPENDIX A - SUMMARY OF RESULTS
8
APPENDIX B - MISCELLANEOUS SITE DATA
9
APPENDIX C - PRE DEVELOPMENT HYDROLOGIC CALCULATIONS
10
APPENDIX D - POST DEVELOPMENT HYDROLOGIC CALCULATIONS
I I
APPENDIX E - HYDRODYNAMIC SEPARATOR CALCULATIONS
12
APPENDIX F - PONDPACK OUTPUT
13
APPENDIX G - STORM DRAINAGE CALCULATIONS
14
APPENDIX H - EROSION CONTROL CALCULATIONS
15
j

SECTION I - EROSION AND SEIDIMENT CONTROL.
1 1 PROJECT DESCRIPTION
This report addresses expected erosion and sediment control and stormwater management
for the proposed development of a Bojangles restaurant in Lumberton North Carolina The
property is located at the northwest corner of Dawn Drive and Fayetteville Road (US Hwy
301) The site total acreage is 165 acres Currently the lot is an undeveloped wooded parcel
with no structures or other measurable impervious areas The proposed development will
consist of a one story 3 808 square foot building with curb islands and associated parking
The proposed construction will result in an increase of impervious area and will be
approximately 68% impervious
12 EXISTING SITE CONDITIONS
The existing site is an undeveloped wooded parcel with no structures or other measurable
impervious areas Drainage for the site sheet flows from east to west across the site
13 ADJACENT AREAS
The site is bounded and accessible by Dawn Drive to the east and southern property line
Fayetteville Road (US Hwy 301) bounds the site to the north Undeveloped areas covered
with woods bounds the site to the west
14 CRITICAL EROSION AREAS
The most critical erosion area will be the surface of the working area during construction
operations If grass is not established on dormant denuded areas then there is a significant
potential for the covered areas to be eroded and for sediment to be carried in the runoff To
minimize the potential for erosion covered areas that are temporarily macttve will be seeded
within 14 working days after placement of the soil cover
1 5 EROSION AND SEDIMENT CONTROL MEASURES
All vegetative practices and erosion and sediment control features shall be designed
constructed and maintained in accordance with the North Carolina Erosion and Sediment
Control Planning Standards and Specifications The features are designed to control runoff
resulting from the 10 year frequency storm Plan view drawings with details are provided
15 1 STABILIZED CONSTRUCTION ENTRANCE/EXIT
(REFERENCE NCESCPDM STD & SPEC 6 06)
Stabilized construction entrances should be used at all points where traffic will be leaving a
construction site and moving directly onto a public road Wash down facilities may be
required as directed by your local approving agency Construction entrances should be used
in conjunction with the stabilization of construction roads to reduce the amount of mud
picked up by vehicles
Bolangles - Lumberton NC
BOJ 1201
4/18/12

15 2 SILT FENCE
(REFERENCE NCESCPDM STD & SPEC 6 62)
Sediment fences will be provided downgradient of the proposed site grading at the locations
shown on the drawings The sediment fences will direct flow to either a sediment deposition
area behind the fence or to a sediment trap Silt fences are not to be used across channels or
in areas of concentrated flows
15 3 BLOCK AND GRAVEL INLET PROTECTION
(REFERENCE NCESCPDM STD & SPEC 6 52)
Block and gravel inlet protection will be utilized on this site The inlet protections are
utilized to help prevent sediment from entering the storm drains before stabilizing the
contributing watershed This practice allows early use of the storm drain system
15 4 ROCK PIPE INLET PROTECTION
(REFERENCE NCESCPDM STD & SPEC 6 55)
Rock pipe inlet protection will be used at the driveway culvert to prevent sediment from
entering accumulating in and being transferred by the storm drainage system prior to
stabilization of the drainage area This system allows early use of the storm drainage system
15 5 TEMPORARY DOVERSIONS
(REFERENCE NCESCPDM STD & SPEC 6 20)
Temporary diversion ditches will be constructed to prevent work areas from upslope runoff
and to divert sediment laden water to skimmer basins
15 6 SKIMMER BASIN
(REFERENCE NCESCPDM STD & SPEC 6 64)
Skimmer basins will be installed to provide an area for runoff to pool and settle out a
portion of the sediment carried down gradient The skimmer allows the basin to be
dewatered from the top of the water column at a rate conducive to sediment settling within
the basin before released downstream
15 7 POROUS BAFFLES
(REFERENCE NCESCPDM STD & SPEC 6 65)
Porous baffles will be installed within the skimmer basins to reduce velocity and turbulence
of the water flowing through them Baffles improve the rate of sediment retention by
distributing the flow
3 -.
Bojangles — Lumberton NC
BOJ 1201
4/18/12

16 VEGETATIVE STABILIZATION
Vegetative cover shall be re established within 15 working days or 30 calendar days after
completion of the activity whichever period is shorter Refer to plans for temporary and
permanent seeding schedule and specifications
17 TEMPORARY STABILIZATION
Disturbed areas will be vegetated in accordance with section 3 0 of the North Carolina
Erosion and Sedimentation Control Design Manual and the seeding specifications
Temporary control features will remain in place and will be maintained until the up gradient
disturbed area has been stabilized with vegetative cover
18 MAINTENANCE
All erosion and sediment control measures will be checked for stability and operation
following every runoff producing rainfall but in no case less than once every week. Any
needed repairs will be made immediately to maintain all measures as designed
Sediment fences and skimmer basins shall be inspected at least once a week and after each
rainfall event Repairs shall be made immediately Sediment deposits shall be removed as
needed to provide adequate storage volume for the next rainfall event and to reduce
pressure on the fence Fencing materials and sediment deposits shall be removed and the
area brought to grade following stabilization of upgradient disturbed areas
19 CONSTRUCTION SEQUENCE
OBTAIN X LAND DISTURBING PERMIT SCHEDULE A PRE CONSTRUCTION
MEETING
INST kLL GRAVEL CONSTRUCTION PAD TEMPORARY DIVERSIONS SILT FENCE
SKIMMER B SINS AND OTHER MEASURES AS SHOWN ON THE APPROVED PHASE 1
EROSION CONTROL PLAN CLEAR ONLY AS NECESSARY TO INSTALL THESE
DEVICES SEED TEMPORARY DIVERSIONS BERMS AND SKIMMER BASIN
EMB -\NKMENTS IMMEDIATELY AFTER CONSTRUCTION TO PROVIDE 7 DAY
STABILIZATION OF THESE STRUCTURES SEE DETAIL ON SEEDING SCHEDULE
CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING AND ALL OTHER
SEDIMENT CONTAINMENT DEVICES FOLLOWED BY kLL DIVERSION
DITCHES /BERMS
BEGIN CLEARING /GRUBBING AND GENERAL EXCAVATION ON SITE UPSTREAM
OF SEDIMENT CONTROL DEVICES ONLY IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO PHASE /STAGE EROSION CONTROL TO ALLOW FOR
CONSTRUCTION (SEE PHASED EROSION CONTROL PLAN SHEETS)
NOTE CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES AT
LEAST ONCE A WEEK AND AFTER EVERY RAINF kLL GRADING ACTIVITY SHALL
BE PROHIBITED IN THE AREAS OF THE SEDIMENT CONTROL DEVICES /SKIMMER
B -1SINS UNTIL THE AREAS UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED
kND APPROVED
Bojangles — Lumberton NC
BOJ 1201
4/18/12

BEGIN INST UJ ING UPSTREAM STORM DRAINAGE SYSTEM INSTALL APPROVED
INLET PROTECTION AS STORM DRAIN AGE SYSTEM IS COMPLETED TERMINATE
STORM DRAINAGE SYSTEM AT TEMPORARY SKIMMER BASIN DEVICES UNTIL SUCH
DEVICES HAVE BEEN APPROVED FOR REMOVAL.. ADDITIONAL. MEASURES MAY BE
REQUIRED BY THE INSPECTOR DUE TO THE ROUTING OF THE STORM DRAINAGE
SYSTEM AND ACTUAL FIELD CONDITIONS
NOTE SKIMMER BASINS SHALL BE FUNCTIONAL THROUGHOUT GRADING AND
EXCAVATING UNTIL APPROVED FOR REMOVAL
STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH
VEGETATION P WING DITCH LININGS ETC SEED AND MULCH DENUDED AREAS
WITHIN FOURTEEN (14) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION
NOTE THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES
REMAIN UNDISTURBED DURING CONSTRUCTION OF THE BUILDING PADS AND
ASSOCIATED P ARKING /DRIVE AREAS ADJACENT TO THESE DEVICES UNTIL THE
CONTRIBUTING UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED
ONCE UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED SKINAIM .R
BASINS CAN BE REMOVED WITH NCDENR APPROVAL ADDITIONAL SILT FENCING
AND SILT FENCE OUTLETS SHALL BE INSTALLED AT THIS TIME TO CONTAIN
REMAINING DENUDED AREAS IN THE VICINITY OF THE REMOVED SKIMMER
BASINS AS THESE AREAS ARE CONSTRUCTED AND STABILIZED (SEE PHASE 2
EROSION CONTROL PLAN)
CONTINUE TO INSTALL APPROVED INLET PROTECTION AND ENERGY
DISSIP ATORS AS STORM DRAINAGE SYSTEM IS COMPLETED OBTAIN APPROVAL
FROM NCDENR PRIOR TO INSTALLATION OF THESE DEVICES
WHEN SITE IS APPROVED REMOVE TEMPORARY DIVERSIONS SILT FENCING
INLET PROTECTION ETC AND SEED OUT OR PAVE ANY RESULTING BARE AREAS
CONNECT ANY REMAINING UPSTREAM STORM DRAINAGE
Bojangles —Lumberton NC
BOJ 1201
4/18/12

SECTION II - STORMWATER MANAGEMENT
2 1 STORMWATER NARRATIVE
Per requirements set forth in the City of Lumberton Stormwater Management Ordinance
new development shall provide stormwater management such that storage facilities detain
the 10 year (1 hour) storm event to the pre development runoff rate Additionally 85% TSS
removal must be provided for the first inch of runoff from the site In order to satisfy these
requirements the proposed storm sewer system will work in conjunction with an outlet
control structure and hydrodynamic separator The following report provides detailed
information regarding the hydrology and peak runoff rates for the pre and post
development conditions of the proposed Bojangles site Also included are final design
calculations of the proposed storm sewer system used for detention and the hydrodynamic
separator
2 2 STORMWATER DETENTION
The proposed storm sewer system in combination with a weir box is designed to detain the
10 year (1 hour) storm event to the pre development rate In order to achieve detention the
implementation of a weir box at the downstream end of the storm sewer system with a
drawdown orifice was used Please refer to the attached calculations and construction
drawings for more detailed information regarding the design of the storm sewer system
2 3 STORMWATER QUALITY
In order to achieve 85% TSS removal a hydrodynamic separator is proposed upstream of
the detention facility The proposed hydrodynamic separator shall be a Stormceptor STC
7200 Specifications for the proposed Stormceptor device can be found at
http / /www stormceptor corn/en /technical information /index htinl Please refer to the
attached appendices for additional information regarding the design of the proposed
Stormceptor device
2 4 CALCULATION METHODOLOGY
• The 10 year rainfall data was taken from NOAA Atlas 14 This rainfall depth was
then input into the meteorological model within PondPack for peak flow rate
calculations Please reference the miscellaneous site data section within this report
for additional information
• Soils data for the site was taken from the NRCS web soil survey website
(http / /websoilsurvey nres usda gov /) Please reference the miscellaneous site data
section within this report for additional information
• The on and off site topography used in the analysis is from a field survey by
Commercial Site Design
• The pre and post development times of concentration were assumed to be ten (10)
five (5) minutes respectively
Bosangles — Lumberton NC
BOJ 1201
4/18/12

• PondPack Version 10 0 is used to generate post development peak flow rates
Output from PondPack is included within this report
2 5 MAINTENANCE
The proposed outlet control box and Stormceptor device shall be inspected at least once
every six months and within 24 hours after every storm event greater than 10 inches
Inspect for signs of trash and sediment accumulation at the drawdown orifice and remove
accumulated sediment or trash as needed
1
Bojangles —Lumberton NC
BOJ 1201
4/18/12

APPENDIX A - SUMMARY OF RESULTS
Bojangles —Lumberton NC
BOJ 1201
4/18/12
r�

Bojangles Lumberton NC SUMMARY OF RESULTS T Jones
BOJ 1201 6115/2012
RELEASE RATE MANAGEMENT RESULTS
TOTAL SITE
RETURN PERIOD PRE DEVELOPMENT POST DEVELOPMENT INCREASE
(CFS) (CFS) ( %)
10 -YEAR 769 674 12%
UDS /WEIR BOX SUMMARY
Drainage area =
Inflow
Outflow
Max WSE
Return Period
acres
9/ Impervious =
6474/
(CFS)
(CFS)
(FT)
10 Year
884
415
12566
Drainage area =
190
acres
Impervious area =
123
acres
9/ Impervious =
6474/
Pipe size =
36
inches
Total length =
775
feet
Cross sectional area =
707
sf
Volume provided =
5478
cf
Upstream invert =
12370
feet
Downstream invert =
12275
feet
Weir elevation =
12675
feet
Weir length =
500
feet
Orifice elevation =
12275
feet
Orifice diameter =
100
inches
Outlet barrel diameter =
15
inches
Outlet barrel length =
40
feet
Upstream invert =
12270
feet
Downstream invert =
12250
feet

A74 A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D Simons PG PE Land Quality Section Beverly Eaves Perdue Governor
Director and State Geologist Dee Freeman Secretary
July 17 2012
LETTER OF APPROVAL WITH MODIFICATIONS
EXPRESS REVIEW OPTION
Bojangles Restaurants Inc
Attn Claude Clark Director of Construction
9432 Southern Pine Blvd
Charlotte NC 28273
RE Project Name Bojangles Restaurant Lumberton NC Acres Approved 2 73
Project ID ROBES 2012 -018
County Robeson Lumberton US Hwy 301
River Basin Lumber Stream Classification HQW
Submitted By Commercial Site Design PLLC
Date Received by LQS 6/18/2012
Plan Type Express
Dear Mr Clark
This office has reviewed the subject erosion and sedimentation control plan We find the plan to
be acceptable with modifications and hereby issue this letter of Approval With Modifications The
Modifications Required for Approval are listed on the attached page This plan approval shall expire three
(3) years following the date of approval if no land disturbing activity has been undertaken as is required
by Title 15A NCAC 4B 0129
Please be advised that Title 15A NCAC 4B 0118(a) requires that a copy of the approved erosion
control plan be on file at the job site Also you should consider this letter to give the Notice required by
G S 113A 61 1(a) of our right of periodic inspection to insure compliance with the approved plan
North Carolinas Sedimentation Pollution Control Program is performance oriented requiring
protection of existing natural resources and adjoining properties If following the commencement of this
project it is determined that the erosion and sedimentation control plan is inadequate to meet the
requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A
51 through 66) this office may require revisions to the plan and implementation of the revisions to insure
compliance with the Act
The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity This could include
agencies such as the Division of Water Quality s stormwater regulations their enforcement requirements within
Section 401 of the Clean Water Act the Environmental Protection Agency and/or the U S Army Corps of
Fayetteville Regional Office225 Green Street — Suite 714 Fayetteville North Carolina 28301
Phone [phone] / FAX [phone] Internet http //portal ncdenr org/web/lr /land quality

Letter of Approval with Modifications
Bojangles Restaurants Inc
July 17 2012
Page 2 of 2
Engineers jurisdiction of Section 404 of the Clean Water Act the Division of Solid Waste Management s landfill
regulations local County or Municipalities ordinances or others that may be required This approval cannot
supersede any other permit or approval however in the case of a Cease and Desist Order from the Corps of
Engineers that Order would only apply to wetland areas All upland areas would still have to be in compliance
with the N C Sedimentation Pollution Control Act
If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Quality the Corps of
Engineers and the Environmental Protection Agency (EPA) respectively Any erosion control measures that fall
within jurisdictional wetland areas must be approved by the aforementioned agencies prior to installation The
Land Quality Section must be notified of a relocation of the measures in question to the transition point between
the wetlands and the uplands to assure that the migration of sediment will not occur If that relocation presents a
problem or contradicts any requirements of either DWQ the Corps or the EPA it is the responsibility of the
developer to inform the Land Quality Section regional office so that an adequate contingency plan can be made to
assure sufficient erosion control remains on site Failure to do so will be considered a violation of this approval
Please be aware that NCGO10000 (Construction Activities) You should first become familiar
with all of the requirements for compliance with the enclosed general permit
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided You are requested to file an amended form if
there is any change in the information included on the form In addition it would be helpful if you notify
this office of the proposed starting date for this project Please notify us if you plan to have a
preconstruction conference
Your cooperation is appreciated
Sincerely
Sally Castle E I
Land Quality Section
Enclosures Certificate of Approval
Modifications Required for Approval
NPDES Permit
Cc Commercial Site Design PLLC (electronic copy)
Jody Allen Building Inspector (electronic copy)
Belinda Henson Division of Water Quality
Land Quality Section Fayetteville Regional Office File

Letter of Approval with Modifications
Bojangles Restaurants Inc
July 17 2012
Page 3 of 3
MODIFICATIONS REQUIRED FOR APPROVAL
Project Name Bojangles Restaurant Lumberton NC
Project ID ROBES 2012 018
County Robeson
Per plan sheets C 3 C 3a C 3b C 3c no land disturbing activity and other site work is to
commence until all applicable permits are received for filling in and disturbing the delineated
wetland areas An acceptance for compensatory mitigation for impacts was granted by the
Ecosystem Enhancement Program contingent upon receiving copies of the 404 Permit/401
Certification on or before January 10 2013
2 Provide a plan detail construction specifications and maintenance requirements for the
temporary diversion berms

June 29 2012
Commercial Site Design
Attn Michael Hicks
8312 Creedmoore Road
Raleigh NC 27613
Greetings Mr Hicks
NOTICE OF SITE PLAN APPROVAL
We have reviewed and approved the site plan for the proposed Bojangles Restaurant to be located at the
corner of Fayetteville Road and Dawn Drive Lumberton North Carolina, with the following comments
Planning Department
Site plan is approved provided that 12 full shade tree credits are obtained at time of landscape planning
however a Land Use Permit may not be issued until the following outstanding items are resolved
1) Wetlands Mitigation Authorization
2) NCDOT Driveway Permit
3) Elevation Certificate (FFE at 2 above BFE)
4) Erosion Control Permit
5) Recombination Plat
6) Annexation (required for utility connections)
Electric Utilities Department
Single or three phase power available Will serve building with underground secondary Need electrical
information as soon as possible
The next step is to contact the Inspections Department at [phone] to obtain all of the necessary permits
If you have any questions please do not hesitate to contact Brandon Love or myself at [phone]
Sincerely
Ar riel A Kirch er MPA CZO
Asst Director of Planning & NS
Cc City Councilman Don Metzger Precinct 1
Brandon Love Director of Planning & N S
Jody Allen Director of Inspections
9 0 `,Bate 1388 ♦ 500 .N Cedar Stud ♦ Bumbvdaa Ne 28359 ♦ Yflone 910 6713838 ♦ 3ax 910 6713975

ORT DP,
. Saddlenve Sum,? Tribiam
.... . • ,ZONE X• .
. ... .. .. �, 7. ?0. r
... . : : : : : : : :: : SITE ....
. :oei.
70NE X
......� ........... .. ... .
Note: Map produced prior to the extension of Dawn Drive. Approximate Site Boundary
SOURCE:
FIRM Panel 9393
Scale 1' = 500'
(_ ire,- of Lull
T
N
l
FIRM
Proposed Bojangles Restaurant
Dawn Drive
Lumberton, North Carolina
ECS Project 33 -2063
in

o
& 8 W
.
z
O ¢a 5i -O
E 5 n r�...,
Z <O fi8gy�,, .G 5a
A ui
n, �a g w s p id g'z ¢w• S R i �� �'p 0 = d u�i a
Jxw ��gy <9�s 20, g¢ €�n-,� ¢ w W? �8$'Sa °-¢� LLB z aka9 u"i> KIA
ml-g '� A�4 O n 82E $ 1 Q
8mlg3w s °HsE$�°
O�L gp C$E9L+ >N3 Sp�p 44yy ¢ 6 °E ¢ f I EE
H 95g5�Eqlggq�mJd_C3di ® META ® 0
WYE
iE x mgg x $� a
Ni s� �m w¢b�"m5$aaS8�S o a` -$ o� c4 0 o ®m ffi
� .
0
B &s Q Q I a� E o
� w �
COCO 13NVd SNIOf pp�
o ' m; •• •::: 0 0
O
B N \ O ', WInTEPGPEEN OP L •//
ffi
E
O . • 1u4yj
o
R ^ 6 N _J p® w aX
X \ o \� N
•; • . g; . w H �.•.
N •N:••• •I.•.• S '.x.•. ..
x % 8
• •/ '. Y N • Ml b3183yVW
'I.... .i20. .. . ?.. .N.
a
M\
PyEtfE ' g •• '
O
3 �
i q
Q
•2
'Y
\
t x .06 °m :.n �:�:
•e
L
W O•
2
N '
' .. .E'.
x• 3,
3.�
QQ •�
Fi
N•
J^ .
'O
x j'. ::CJ. , z
a
:$..
. � • z
O... .... ....
BEAVER pi N � 5 ..��•' � �• � � —
N
•�' ..
1 i
:.
fi•
....
:
v� •
:.
�'
x:
o
�... • ...... . •.' C . • BUNBEi PO C�vBOPN C'UP'
°b
L
t:
E ^c
=mss
oEn
au
U
w�
o
H 9
�a T
F
a i
W
E° —
Sg
�E a
s
m�
11 Is
J� �b
it
iA sa°�SL
HWE 4;v H. NBa a
g Ema' �E vri JS`t °R
dPd��� �u Eg E8ism8
m$
g
Tr..
Sa
E �� 901
u 3• c
E9v
mk
$ m5
y5 c5
mGi _
E m
N =
$mom
5 °v
^E�g ,Y Emg- m8•
W 2°°� z`F2 C €Cffi
h g .4m
` €-" _ aE
D9 Yr - °$m _
°9E "g °_ E;E EE
a-oLL �s u�
I— m
' �
E- i -
3 528m
O 9m EY,a . °To
Z ggdgsdm as °°
-` c fz
°S
¢ 2•d
_
Sy. LLEmFEby !-'I-
Rea _m =._
ag SEP -
�E
E` $e5cm9s._ qqaa
2
9
da? �affiE V t E°"
esa gg�8�fr�o a�sy
a
EsYO
3 °B 11BIg ", s-.15�
€ g°6ojE!i sjj -'
d
a. €a2mw�g
E?oo�E 3
U mm: m °P $SOS mEES.�,
c
Eat �e� mam VI A
S�fi am�ffiy�yo� 4�LL�
fig: ffi ° ° "gae °E�
g �Ht Eg `�c qi
€ ES. 9 c ffi E �
�E 'fgi
ROES jffi2 °$ ES�
F��� �LOwiggasm� i
M E a 8Qt w�Eg
°mnsmm8o mmb@$
P-1
x
w
pgs
9LN
0 o
4
WE
a ¢
o
agpsmaz a
O
f�
�a
'I 5 SS
s
Of
1 01
x
x
°LL
.SIl FIB
�'.
^�'h
N o
vn
aW
oc rie0f'
•
$
Q
�
w`w'
ca
azp
add�lBAR
CM 13NVd SNIOf
i
a
a
O
Q
g
°z °-
om
U
z
Qom °��ar8.$iYv�o
F�Iu
E�ipii$�$�Ig @z
��4d
o
�
z$$g�9Q�a8�
z
E9;8gs
= L$a9pc°�aEr m
a� 8
x
a
02S� `� _
g
Z$E�SE
Nms
��Wz Li=- ;ghg�s`dzi
fi
s
h
ao°c
z ®
mo
E«x
myggs " "s` Eg €s
Iry
izg
r
5 $'O € °$2�g?
-Y
V
>y
F6-8
SO$UZ
W—ilz S A
€iWazgs "amgg�NV�
s_
4d.�
gad
-. a
do ,a$} f 4ofr €5
4�z
A m.n
,r'��.�,�/•
a5
t_
gOd LLD m 91Eu
�3:P
°0'�' N
LLdm0 css .
= =� (L� .
°b
L
t:
E ^c
=mss
oEn
au
U
w�
o
H 9
�a T
F
a i
W
E° —
Sg
�E a
s
m�
11 Is
J� �b
it
iA sa°�SL
HWE 4;v H. NBa a
g Ema' �E vri JS`t °R
dPd��� �u Eg E8ism8
m$
g
Tr..
Sa
E �� 901
u 3• c
E9v
mk
$ m5
y5 c5
mGi _
E m
N =
$mom
5 °v
^E�g ,Y Emg- m8•
W 2°°� z`F2 C €Cffi
h g .4m
` €-" _ aE
D9 Yr - °$m _
°9E "g °_ E;E EE
a-oLL �s u�
I— m
' �
E- i -
3 528m
O 9m EY,a . °To
Z ggdgsdm as °°
-` c fz
°S
¢ 2•d
_
Sy. LLEmFEby !-'I-
Rea _m =._
ag SEP -
�E
E` $e5cm9s._ qqaa
2
9
da? �affiE V t E°"
esa gg�8�fr�o a�sy
a
EsYO
3 °B 11BIg ", s-.15�
€ g°6ojE!i sjj -'
d
a. €a2mw�g
E?oo�E 3
U mm: m °P $SOS mEES.�,
c
Eat �e� mam VI A
S�fi am�ffiy�yo� 4�LL�
fig: ffi ° ° "gae °E�
g �Ht Eg `�c qi
€ ES. 9 c ffi E �
�E 'fgi
ROES jffi2 °$ ES�
F��� �LOwiggasm� i
M E a 8Qt w�Eg
°mnsmm8o mmb@$
P-1
x
w
pgs
9LN
0 o
4
a�qE „a
a ¢
o
agpsmaz a
� $ m
E
xN
f�
�a
'I 5 SS
s
� „va3ryg m
°LL
.SIl FIB
9. �g"g z
°b
L
t:
E ^c
=mss
oEn
au
U
w�
o
H 9
�a T
F
a i
W
E° —
Sg
�E a
s
m�
11 Is
J� �b
it
iA sa°�SL
HWE 4;v H. NBa a
g Ema' �E vri JS`t °R
dPd��� �u Eg E8ism8
m$
g
Tr..
Sa
E �� 901
u 3• c
E9v
mk
$ m5
y5 c5
mGi _
E m
N =
$mom
5 °v
^E�g ,Y Emg- m8•
W 2°°� z`F2 C €Cffi
h g .4m
` €-" _ aE
D9 Yr - °$m _
°9E "g °_ E;E EE
a-oLL �s u�
I— m
' �
E- i -
3 528m
O 9m EY,a . °To
Z ggdgsdm as °°
-` c fz
°S
¢ 2•d
_
Sy. LLEmFEby !-'I-
Rea _m =._
ag SEP -
�E
E` $e5cm9s._ qqaa
2
9
da? �affiE V t E°"
esa gg�8�fr�o a�sy
a
EsYO
3 °B 11BIg ", s-.15�
€ g°6ojE!i sjj -'
d
a. €a2mw�g
E?oo�E 3
U mm: m °P $SOS mEES.�,
c
Eat �e� mam VI A
S�fi am�ffiy�yo� 4�LL�
fig: ffi ° ° "gae °E�
g �Ht Eg `�c qi
€ ES. 9 c ffi E �
�E 'fgi
ROES jffi2 °$ ES�
F��� �LOwiggasm� i
M E a 8Qt w�Eg
°mnsmm8o mmb@$
P-1
I
Y\af
pgs
9LN
4
a�qE „a
o
agpsmaz a
� $ m
E
xN
�a
8
s
� „va3ryg m
°LL
.SIl FIB
9. �g"g z
^�'h
f wEE'Pn3
E4 g�ff3
S
Egm �E
w`w'
ca
azp
add�lBAR
i
a
a
O
g
crLU
1
�
a
x
a
8
J
¢
fm
LL
>y
°b
L
t:
E ^c
=mss
oEn
au
U
w�
o
H 9
�a T
F
a i
W
E° —
Sg
�E a
s
m�
11 Is
J� �b
it
iA sa°�SL
HWE 4;v H. NBa a
g Ema' �E vri JS`t °R
dPd��� �u Eg E8ism8
m$
g
Tr..
Sa
E �� 901
u 3• c
E9v
mk
$ m5
y5 c5
mGi _
E m
N =
$mom
5 °v
^E�g ,Y Emg- m8•
W 2°°� z`F2 C €Cffi
h g .4m
` €-" _ aE
D9 Yr - °$m _
°9E "g °_ E;E EE
a-oLL �s u�
I— m
' �
E- i -
3 528m
O 9m EY,a . °To
Z ggdgsdm as °°
-` c fz
°S
¢ 2•d
_
Sy. LLEmFEby !-'I-
Rea _m =._
ag SEP -
�E
E` $e5cm9s._ qqaa
2
9
da? �affiE V t E°"
esa gg�8�fr�o a�sy
a
EsYO
3 °B 11BIg ", s-.15�
€ g°6ojE!i sjj -'
d
a. €a2mw�g
E?oo�E 3
U mm: m °P $SOS mEES.�,
c
Eat �e� mam VI A
S�fi am�ffiy�yo� 4�LL�
fig: ffi ° ° "gae °E�
g �Ht Eg `�c qi
€ ES. 9 c ffi E �
�E 'fgi
ROES jffi2 °$ ES�
F��� �LOwiggasm� i
M E a 8Qt w�Eg
°mnsmm8o mmb@$
I
Y\af
pgs
9LN
4
a�qE „a
o
agpsmaz a
� $ m
E
xN
�a
8
s
� „va3ryg m
°LL
.SIl FIB
9. �g"g z
^�'h
f wEE'Pn3

Previously graded and disturbed lawn covered area
Forested wetlands
Maintained waterline easement