20070776 Ver 1_More Info Received_20071120

I1~ W~ETxiM
November 19, 2007
401 Oversite/Bxpress Review Permitting Unit
NCDENR -Division of Water Quality
Parkview Building
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Attention: Ms. Cyndi B. Karoly, Supervisor
Re: DWQ EXP No. 07-0776v2
Waynesville Commons, Haywood County
Dear Ms. Kazoly:
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r+ov ;c ~ 2007
i)~Nit - WAl'ER GlilALiTY
1NETtANDS AND STORMt~AT~R BRANCH
Thank you for allowing us additional time for preparation of this re-submittal. On behalf of
Cedarwood Development, enclosed for your further review please find two copies of the
following:
1. New supplements for Bioretention Cell, Sand Filter, Grassed Swale, Infiltration Trench
2. Signed and Notarized Infiltration Trench Inspection and Maintenance Agreement
3. Revised Drainage Area Summary -Table 1
4. Revised Water Management Summary -Table 8
5. Revised Pollutant Composition and Concentration -Table 7
6. Revised Required Volumes to be Controlled -Table 3
7. Revised Express Review Application
8. Revised Drainage Area Map (Map 2)
9. In-Situ Hydraulic Conductivity Testing Report
10. Revised HydroCAD storm water calculations
11. Restriction Agreement and Grant of Easements (REA)
12. Revised Site Construction Plans
a. C-1.0 Site Plan
b. C-2.0 and C-2.1 Grading Plans
a C-3.0 and C-3.1 Utility Plans
d. C-3.3 and C-3.3a Storm Sewer Profiles
e. C-3.6 Utility Details
f. C-3.8 Sand Filter Plan and Details
As indicated on the previously submitted plan `Existing Topography' Sheet C-0.2, neazly the
entire site was developed with industrial buildings, pavement, and related facilities. No storm
water management or treatment systems existed for the previous use. The site is classified as a
Brownfield with a recorded plat and restrictions. Remediation has been completed in accordance
with the Brownfield program requirements.
The proposed redevelopment will remove structures and pavement from the trout buffer and re-
establish the trout buffer, eliminate sources of contamination, reclaim abandoned property within
the Town of Waynesville serving a vital economic roll, add over 3001azge maturing shade trees
for parking lot shade, reduce overall impervious surfaces, reduce pollutant loading on the
adjacent streams, and reduce the thermal impacts from storm water on the adjacent trout waters.
Wade Trim, Inc. 828.687.9500
Two Town Square Boulevard 828.687.4090 fax
Suite 245 www.wadetrim.com
Asheville, NC 28803
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Page 2
Ms. Cyndi B. Kazoly
November 19, 2007
We have revised the PCN form to include the title of the applicant.
As indicated by the previously forwazded material, the proposed site was previously designed and
permitted through the Town of Waynesville. In the fall of 2004, the Town of Waynesville
applied for a general permit for storm water dischazges. A draft permit has been issued,
NCS000501, with comments accepted until March 25, 2005. The Town of Waynesville reviews
all projects within its jurisdiction for storm water compliance and issues a Grading Permit once
the requirements of their Land Development Standazds are satisfied. Additionally, the Town
requires a signed and recorded'Declaration of Covenants for Stormwater Management/Facilities
Maintenance' prior to issuing a certificate of occupancy. These covenants ensure continued
operation and maintenance of storm water facilities.
Based on the comments received in your November 9, 2007 letter and guidelines of the BMP
manual, we have revised our approach to the storm water management system. The drainage
areas contributing to the two sand filters have been redirected so they are less than five acres.
The drainage azea to the bioretention basin has been revised to under five acres. The Extended
Dry Detention Basin has now taken a secondary role, as the storm pipes draining to the basin
have been converted to infiltration trenches.
Bioretention Basin C and Grass Swale A
The drainage area for Grass Swale A remains unchanged. The Swale has been adjusted so the
side slopes are 5:1 for a pollutant credit. Details of the swale are provided on plan sheet C-3.8.
T'he conveyance Swale ultimately drains to bioretention basin C through an over flow standpipe.
The drainage area for Bioretention Basin C has been revised and is smaller. With the drainage
azea defined, the basin has been resized and made larger for a maximum of 12-inches of ponding.
Excess storm water will pass through the outlet structure. A depressed forebay and rip-rap
protection is provided at the inlet to the basin. Soil permeability as defined by the specifications,
geotechnical report, and in-situ hydraulic conductivity tests eliminates the need for underdrains.
Sand Filter A
The drainage area has been reduced to less than five acres. Three pre-cast sediment chambers
will be installed upstream of the sand filter. A 24-inch flow splitter/by pass will be connected to
the last sediment chamber allowing excess flow to bypass the sand filter. The sand filter azea has
been reduced to accommodate the smaller contributing area.
Sand Filter B
Additional area is draining to this area and the sand filter has been increased to accommodate the
flow. Two pre-cast sediment chambers will be installed upstream of the sand filter. Flow
splitting will be accomplished in the structures.

Page 3
Ms. Cyndi Karoly
November 19, 2007
Infiltration Trenches
The Home Depot parking lot and roof has been separated and converted to infiltration trenches.
The proposed storm pipes will be perforated and installed in stone trenches. Control of the
treatment volume will be by removable baflles/weirs installed in the last structure in the pipe
system. Both infiltration trenches will dischazge through the extended dry detention basin (dry
pond) as per the original design. However, the extended dry detention basin is not the primary
means for obtaining the 85-30-30 rule. The extended dry detention basin will provide additional
treatment above and beyond the infiltration trenches. We have included a copy of the in-situ
hydraulic conductivity report as the basis for our infiltration rate. For the hydraulic conductivity
test, four pits were tested and the lowest value was used in our design. The tests were not
conducted in the exact locations of our infiltration trenches due to physical constraints at the time
of testing. However, extensive soil borings conducted for the site indicate similaz soils in the area
of the infiltration trenches.
Wal-Mart Roof
Drainage patterns for the Wal-Mart roof remain unchanged. Atmospheric deposition maps for the
United States during the period of 1985 to 2005 show a decrease in inorganic nitrogen, sulfate,
and nitrate. Additionally, pollutant loadings from collected rain water is regionalized, meaning
that rain water in certain parts of the country is higher in pollutants than other areas. Western
North Carolina is generally categorized as an azea with low pollutants resultant of atmospheric
deposition through rain water. The proposed roof for Wal-Mart will consist of a white colored
EPDM membrane. White roofs are, on average, up to 70 degrees cooler than dark colored roofs
therefore reducing temperature pollution of dischazged storm water. Additionally, membrane
roofs do not contain or leach contaminates associated with metal or older, traditional built up roof
systems.
The BMP manual does not give credit for installation of a rooftop runoff management system.
No credit is given for removal of TSS, nitrogen, or phosphorus. Credit is given for water quantity
where peak attenuation or volume capture is possible. Since this site is pre-developed and the
storm water management system design for the re-development is not directly intentioned for
attenuation or volume, design of a BMP to treat storm water runoff from the Wal-Mart roof is not
feasible with respect to cost, area limitations, and goals of the suggested BMP.
Temperature pollution of the rooftop runoff is a concern. With installation of a white roof, the
intent of the BMP is accomplished by reducing heat island effects. Considering the above, we
respectively request acknowledgment that a white roof satisfies the goals of the rooftop runoff
management BMP and additional treatment is not required.
We have attached a storm water summary table to represent our summary of the storm water
management system for the site. Based on our calculations, the runoff from a 10-yeaz storm
event will be reduced from 221.83 cfs to 137.82 cfs. The runoff from a 100-yeaz storm event will
be reduced from 344.67 cfs to 256.27 cfs. We have also estimated the reduction in pollutant
loadings on the adjacent streams. Currently we estimate that the pre~eveloped site is

Page 4
Ms. Cyndi Karoly
November 19, 2007
contributing approximately 8,600 pounds of pollutants to the adjacent streams every year. With
the proposed BMP's, we estimate that this pollutant loading will be reduced to approximately
3,700 pounds per year. Our calculations are extremely conservative since we considered the Wal-
Mart roof as a typical impervious surface while the roof essentially conveys collected storm
water. The pollutants conveyed from the Wal-Mart roof will be directly related to the pollutants
collected from atmospheric deposition, a factor that we have no control.
We have attached a copy of the Restriction Agreement and Grant of Easements (REA) for this
project. This agreement will be executed by Wal-Mart, Home Depot, and developer of the
property. The REA will be recorded at the Register of Deeds for Haywood County and
establishes the common elements of the project and maintenance of the same. The REA assigns
responsibilities for maintenance of common elements and states that all common elements are
accessible to the other parties of the agreement. The REA will be executed and recorded at the
register of deeds prior to occupancy of the buildings and operation of the storm water
management system, allowing access and maintenance to all storm water management facilities.
As previously mentioned, The Town will also require an executed Declaration of Covenants
providing an additional layer of maintenance requirements/oversight. Together, combined with
the executed State forms far maintenance and inspection, the applicant ensures that suitable and
acceptable provisions are in place for continued maintenance and inspection of the storm water
management facilities, precluding the need for separate deeded maintenance and access
easements.
We trust that the above information and attachments meets the requirements for certification. If
you have any questions during your review, please contact us at 828.687.9500.
Sincerely,
WADE TRIM, INC.
Charles J. Chri ; PE
Associate
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CDW2009-O1 E
wteim:projectwise\Documents\I.a~ Developme~~ProjectslCdw2009101e~Docs~.St~m WaterlState 4(111Response 2007-11-19.~c
cc: Ms. Tracy Wahl, NCDEQ Brownfield Program, (enc)
Mr. David Scarnati, Cedarwood Development, Inc.

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S&ME
October 27, 2006
Cedarwood Development, Inc.
1765 Merriman Road
Akron, Ohio 44313
Attention: Mr. Gary O'Nesti
Reference: In-Situ Hydraulic Conductivity Testing Report
Waynesville Town Center Project
Haywood County, North Carolina
S&ME Project No. 1411-06-075
Dear Mr, O'Nesti:
NOV ~ G 2QQT
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S&ME is pleased to submit this report for in-situ hydraulic conductivity (Ksat) testing in
association with the construction of the Waynesville Town Center Project located at
Waynesville, North Carolina. This work was performed in general accordance with our proposal
No, ENG-077-06 Addendum 1 (Revised) dated October 23, 2006.
The Ksat testing was conducted to evaluate the saturated hydraulic conductivity of four
approximate locations selected by Wade Trim.
The attached report summarizes the procedures used, analytical results, and test results. Should
you have any questions or comments about this report please feel free to contact S&ME at (800)
849-2985,
Sincerely,
S&M ,Inc.
Jacob Presl
Project ProfessionaUAgronomist
SR/RPW
4~ Gr1
cRob Willcox, L.S.S.
Natural Resources Department Manager
S&ME, INC. / 3718 Old Battleground Road /Greensboro, NC 27410 / p 336.288.7180 t 336.288.8980 / www.smeinc,com

In-Situ Hydraulic Conductivity Report S&ME Project No. 1411-06-075
Waynesville Town Center -Haywood County, NC October 27, 2006
1.0 BACKGROUND INFORMATION
S&ME, Inc. (S&11rIE) has been contracted by Cedarwood Development, Inc. to perform in-situ
hydraulic conductivity (Ksat) testing on four locations in association with construction of the
Waynesville Town Center Project. The site evaluated is located at the northeast corner of the
intersection of United States Highway 23 and Hyatt Creek Road (State Road 1164) in Haywood
County, North Carolina (Figure 1).
2.0 Ksat TESTING
S&ME personnel conducted in-situ saturated hydraulic conductivity tests at four locations for the
proposed Waynesville Town Center Project property on October 24, 2006. The approximate
field test locations were selected by Wade Trim and documented using anon-survey quality sub-
meter Global Positioning System (GPS). Base neaps were generated using shapefiles, and raster
images from the following sources: North Carolina Department of Transportation (NCDOT)
(Figure 1), United States Geological Survey (USGS) topography information (Figure 2), and
WadeTrim (Figure 3).
In-situ saturated hydraulic conductivity (Ksat) measurements were performed with a compact
constant head permeameter (cchp) at the four locations (Figure 3). Proposed designations of the
locations evaluated are P-1, P-2, P-3, and P-4. It should be noted that in order for the in-situ
saturated hydraulic conductivity tests to be performed at the four designated locations pits were
dug to depths of approximately 8.5 feet at P~1, 7.0 feet at P-2, 11.5 feet at P-3, and 11.5 feet at
P-4 below ground surface (bgs). It should also be noted that an apparent water table was
observed at approximately 8.5 feet (bgs) at P-1, and 11.5 feet (bgs) at P-3: The in-situ saturated
hydraulic conductivity measurements were performed at the approximate depths shown in Table
1.

In-Situ Hydraulic Conductivity Report S&ME Project No. 1411-06-075
Waynesville Town Center -Haywood County, NC October 27, 2006
3.0 TEST RESULTS
The in-situ saturated hydraulic conductivity values were calculated based on field measurements
using the Glover Equation. Saturated hydraulic conductivity measurements ranged from 70.53 to
529.02 gallons per day per square foot (gpd/~).
Table 1 below summarizes hydraulic conductivity measurements for each location, including the
Location, depth, hydraulic conductivity method used, and conductivity measurement of each
location.
Table 1: Hydraulic Conductivity Measurements
Conductivity Approximate Metl~od Hydraulic Conductivity
No. Depth gpd/ft~ in/hour
P-1 7.25 ft. In-Situ (cchp) 136.26 9.11
P-2 7.0 ft. In-Situ (cchp) 302.28 20.21
P-3 10.5 ft. In-Situ (cchp) 70.53 4.71
P-4 11.5 ft. In-Situ (cchp) 529.02 35.36
Average 259.52 17.35
Attachments:
Figure 1: Vicinity Map
Figure 2: USGS Topography
Figure 3: KSAT Location Map
In-situ Saturated Hydraulic Conductivity Measurements
2

In-situ Saturated Hydraulic Conductivity Measurements

S&ME
"IN-SI'Ti7" CONSTANT HEAD PERMEAMETER
Date: 10/24/2006
Location: P-1
Horizon: 7.25 ft-Large unconsolidated scone, gravelly sandy loam
Client: Cedarwood Development, Inc.
Project Name: Waynesville Town Center
Project #: 1411-06-075
I{sat = CQ/(2PiH~
C = sinh"t (H/r) - [(r/H)2 + 1]~ + r/H
Hole De the 0.75 Feat
Hole Radios (r): 0.125 Feet
Bubble Tube to Surface: 0.25 Feet
Reference Tube to Hole Bottom 1.00 Feet
Water De th in Hole 0.42 Feet
CHT Tube(s) Setting (hil: 0.58 Feet
Chamber Used: 0.11 • Ftz
Initial Water In Hole: 0.42 Feet
Final Water iu Hole: 0.42 Feet
sinh'r =inverse hyperbolic sin of a number
R =Height of water in hole {cm)
r =radius of hole (cm)
Q =Constant Flow Rate (GaUday)
= Cross Sectional Area of Resevior x Length of Drop in Water Column over Time
r = 0.125 ft Time Dmp in Water Column (ft)
H = 0.42 8
-,-_ 0-5 nun. 0.623 Time (min) _
5 - I O min. 0.591
C = 1.18 10 -'15 min. O.S91
Q ao 127.84 Gallons/Day 15 - 20 min. 0.574
20 - 25 min. 0.558
25 - 30 min. 0.525
30 - 35 min. 0.525
35 - 40 min. 0.525
Avg. 0.525
Cross Sectional Area = 0.11 ftZ
Length of Drop in Water Column = 151.20 ft/day
Ksat = 136.26 ~ Gallons/Day/ft2
Inches/Hour= 9.11
Note: I{sat calculations are based on average drop in Water Column (ft) after equilibrium is reached.
Ptepnted try: S&ME, Inc.
Martin Mabe
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S&ME
"IN-SITU" CONSTANT HEAD PERMEAMETER
Date: 10/24/2006
Location: P-2
Horizon: 7.0 ft-Large ~mconsolidated scone, gravelly loamy sand
Client: Cedarwood Development, Inc.
Project Name: Waynesville Town Center
Project #: 1411-06-075
Hote De the 0.75 Feet
Hole Radius (r): 0.166 Feet
Bubble Tube to Surface: 0.25 Feet
Reference Tube to Hole Bottom 1.00 Feet
Water De tb in Hole 0.33 Feet
CAT Tube(s) Setting (hil: 0.67 Feet
Chamber Used: 0.11 ~ Ftz
Ksat = CQJ(2PiH~ Initial Water in Hole: 0.33 Feet
Final Water in Hole: 0.33 Feet
C =Binh-` (H/r) - I(r/Ii)Z+ ljin+ r/H
sinh'1=inverse hyperbolic sin of a number
H =Height of water in hole (cm)
r =radius of hole (em)
Q =Constant Flow Rate (GaUday)
= Cross Sectional Area of Resevior x Length of Drop in Water Column over Time
r = 0.166 R Time Drop in Water Column (ft)
H = 033 $ 0-5 min. 1.033 Tirne (min) = 5
5. 10 min. 1.033
C = 0.82 10 - 15 min. 1.033
Q = 251.53 Gallons/Day 15 - 20 min. 1.033
Avg. 1.033
Cross Sectional Area = 0.11 fl
Length of Drop in W ater Column = 297.50 ft/aay
Kaat = 302,Zg Gallons/Day/ft2
Inches/Hour= 20.21
Note: Ksaf calculations are based on average drop in Water Column (ft) after equilibrium is reached
Prepacrd by: 38cME, Inc.
MarCn Mabe
10/17/06

S&ME
"IN-SITU" CONSTANT HEAD PERMEAMETER
Date: 10/24/2006
Location: P-3
Horizon: to.s 8-Large unconsoliaaroa scone, gravely sandy loam
Client: Cedarwood Development, Inc.
Project Name: Waynesville Town Center
Project #{: 1411-06-075
Hoie De th• 0.75 Feet
Hote Radius (r): 0.166 Feet
Bubble Tube to Surface: 0.25 Feet
Reference Tube to Hole Bottom 1.00 Feet
Water De th in Hole 0.42 Feet
CHT Tube(s) Setting (h~: 0.58 Fcet
Chamber Used• 0.11 ~ F~
I{sat = CQ/(2PiH~ Initial Water in Hole: 0.42 Fcet
Final Water in Hole: 0.42 Feet
C =sink-' (H/r) - [(r/H)Z + 1]'a + r/II
Binh-' =inverse hyperbolic sin of a number
H =Height of water in hole (cm)
r =radius of hole (cm)
Q =Constant Flow Rate (GaVaay)
= Cross Sectional Area of Resevior x Length of Drop in Water Column over Time
r = 0.166 ft
H = 0.42 ft
C = 0.98
Q = 79.87 Gailons/Day
Cross Sectional Area = 0.11 ftZ
Length of Drop in Water Column = 94.46 ft/day
I~at = 70.53
Inches/Hour = 4.71
Gallons/Daylft2
Time Drop in Water Column ($)
0-5 min. 0.935 Time (mitt) _
5 -10 min. 0.509
10 -15 min. 0.476
15 - 20 min. 0..361
20 - 25 min. 0.328
25 - 30 min. 0..328
30 - 35 min. 0.328
35 - 40 min. 0.328
Avg. 0.328
Note: ICsat calculations are based on average drop in Water Column (ft) after equilibrium is reached.
Prepares by: S&ME, Inc.
Martin Mabe
5
10/17/06
a
nta~rne

S&ME
"IN-STILT" CONSTANT BEAD PERMEAMETER
Date: 10/24/2006
Location: P-4
HoriZOn: 1 l.s ft-Large uncoasolidaud sWne, gravelly loamy sand
Client: Cedarwood Development, Inc.
Project Name: Waynesville Town Center
Project #: 1411-06-07s
Hole De the 0.75 Feet
Hole Radius (r): 0.166 Feet
Babble Tabe to Surface: 0.25 Feet
Reference Tnbe to Hole Bottom 1.00 Feet
Water De th in Hole 0.21 Feet
CHT Tube(s) Setting (h~: 0.79 Feet
Chamber Used: 0.11 ~ Ftz
Ksat = CQ/(2piHzj Initial Water in Hole: 0.21 Feet
Final Water in Hole: 0.21 Feet
C = sinh'1(H/r) - [(r/H)1 + 1]''z + r/H
sink-' =inverse hyperbolic sin of a number
H = Height of water in hole (can)
r =radius of hole (can)
Q =Constant Flow Rate (GaUday)
= Cross Sectional Area of Resevior x Length of Drop in Water Column over Time
r = 0.166 ft Time Drop in Water Column (ft)
H = 0.21 ft 0-s min. 1.083 Time (min) = 5
5 - 10 min. 1.099
C = 0.57 10 - 15 min. 1.001
Q = 252.99 Gallons/Day is - 20 min. 1.017
Avg. 1.039
Cross Sectional Area = 0.11 ft2
Length of Drop in Water Column = 299.23 ft/day
I~at = 529.02 Gallons/Day/ft2
Inches/Hour = 35.36
Note: Ksat calculations are based on average drop in Water Column (ft) after equulibrinm is reached.

Prepared bY: 3&ME, Inc.
MarCn Mabe
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Lsource: Road sbapefiles provided by NCDOT
Scale: 1 inch equals 1 mile
Drawn b : JBP
Reviewed b : 1tPW
Date: October, 2006
Waynesville Town Center FIGURE
Vicinity Map
Haywood County, NC 1
L SERVICES • ENGINEERING • TESTING SBtME Project #1411-06-075

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L source: Base roap providcd by WadeTrim
Scale: ~ ~O~ Waynesville Town Center FIGURE
~yvn b ,Tgp IZsat Location Map
Reviewed b RPW _-= Haywood county, NC 3
late; October, 2006 ENVIRONMENTAL SERVICES • ENGINEERING • TESTING S&ME Project #1411-06-075

OFFICE USE ONLY
Date Received Fee Paid . Permit Nu
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Qaality 401/ Wetlands Unit
EXPRESS REVIEW PROGRAM STORMWATER MANAGEMENT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION ~
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project}: ~ ~ V ~ f 1 O O I
WaVnP_RVi ~ 1 p ('.nmmnna RPtai 1 AacnCi atPa ~ LLC O~~LITY
~ETl.AND3 Ar•JD STOR!N~n,+ATER 9RANCH
2. Owner/Signing Official's name and title (person legally responsible for facility and compliance): -
David A. Scarnati ~i2EG-~fL.. of /~c.rnn~ ~a~r~-r-
3. - Owner Mailing Address for person listed in item 2 above:
1765 Merriman Road
City:_.Akron State: Ohio Zip: 44313
Phone Number: (330 1836-9971 Fax Number. (~ (i ) 564-8094 Email Addressdscarnati ced.arwood. coy
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Waynesville Commons
5. Location of Project (street address):
2150 South Main Street
City: Waynesville ~~ty; Haywood
6. Directions to project (&om nearest major intersection):
Intersection of South Main Street & Hyatt Creek Road
7. Latitude: 35.4669 Longitude: -83.0092 of project
$. Contact person who can answer questions about the project
Name; Charles Christy Telephone Number: (828 ~ 687-9500
Fax Number: 828-687-4090 Email Address: [e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is {check one): - % New Renewal Modification
92004 Version 1.0 Page 1 of 4

Z. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density g Redevelopment General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major %Sedimentation/Erosion Control `404/401 Permit JNPDES Stormwater Other
Information on required state permits can be obtained by contacting the Customer Service Center at
I-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Bio Basins, Extended Dry, Grass Swoles, Sand Filters
2. Stormwater runoff from this project drains to the French Broad River basin.
3. Total Project Area: 4U acres 4. Froject Built Upon Area: 80 %
5. How many drainage areas does the project have? 7
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
See attached table.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing Impervious" Area
Proposed Impervious"Area
% Impervious* Area (total)
Impervious Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings
On-site Streets
On-site Parking
On-site Sidewalks
Other on-site
Off site
Total: Total:
"Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas.
sidewalks, gravel areas, etc.
9/2004 Version 1.0 Page 2 of 4

7. How was the off-site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment
1. The following covenants are intended to ensure ongoing compliance with state riparian buffer authorization or General
Cert~cation numbers SPP attached tabl ~• as issued by the Division of Water Quality. These
covenants may not be changed or deleted without the consent of the State.
2. No more than a p a a ~h P A square feet of arty lot shall be cowered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, bricl~ stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a modified water quality cer[ifrcation prior to construction.
S. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them. that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable stormwater management supplement form(s) listed below must be submitted for each BMP specified
for this project. The forms are located on the 401/wetlands unit website.
Bioretention Worksheet
Dry Detention Worksheet
Level Spreader Worksheet
Grassed Swale Worksheet
Extended Detention Wetland /Pocket Wetland Worksheet
Wet Detention Worksheet
9/2004 Version 1.0 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the DWQ Central Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item. Initals
• Original and two copies of the Express Review Stormwater Management Application ~
• Signed and notarized Operation and Maintenance Agreement _ ''~ =f1 ., ;
• Three copies of the applicable Supplement Farm(s) for each BMP _ ~;-i
Application processing fee (payable to NCDENR) -'--;r--
~_';_.
• Detailed narrative description of stormwater treatment/management ' ' ~ >'
• Three copies of plans and specifications, including: ~~''J
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number 8c date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stonnwater control measures
- Wetlands and streams delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or
Mailing Address:
city:
State:
Zip:
Phone: ( ) Fax:
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Genera! Information, item 2) p a J i d /~ - 5 ~ d r n chi
certify that the information included on this application form is, to the best of my laiowledge, correct and that the project
will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants
will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2H .1000
< ~~ ~ , _- -
Signature: ~ ----- -~-= ~ ,~° ._ __ W_ ~ _
Date: `%
i
912004 Version 1.0 Page 4 of 4

Waynesville Commons, Waynesville, NC -Permit Application Attachment
III. PROJECT INFORMATION -Item #6 Table
Basin Information Draina a Area 1 S & 2S Draina e Area 4S Draina a Area 5S Draina a Area 6S Draina a Area 7S Draina a Area SS
Receivin Stream Name Richland Creek Allen's Creek Allen's Creek Richland Creek Allen's Creek Richland Creek
Receivin Stream Class C, B, Tmut C, B, Trout C, B, Trout C, B, Trout C, B, Trout C, B, Trout
Draina a Area sft) 220,851 213,376 253,304 197,176 125,186 186,971
Existin Im ervious Area sft 209,457 207,564 249,763 195,684 156,106 186 971
Pro sed I ervious Area total, sft 183,312 202,495 250,411 188,060 125,186 186,971

I ervious Surface Area 183,312 202,495 250,411 188,060 125,186 186,971
On-site Buildin s 104,101 186,971
On-site Streets 0
On-site Parkin 105,230 0
On-site Sidewalks 0
Other On-site 0 0 0 0 0 0
Off-site 0 0 0 0 0 0
TOTALS 183,312 202,495 250,411 188,060 125,186 186,971
IV. DEED RESTRICTIONS AND PROTECTIVE CONVENANTS
Item # 1
To Be Determined
Item #2 -Development Table
Lot # Lot Size Acre) Allowable built-u on Area Acre Allowable
1 1.11 0.888 80%
2 4.36 3.488 80%
3 1.99 1.592 80%
4 1.81 1.448 80%
5 12.45 9.960 80%
6 16.40 13.12 80%

TABLE 3
Required Volumes to be Controlled form the 1-inch Storm
Runoff Coefficient
Rv = 0.05 + 0.009(1)
Rv =runoff ceoffiaent =storm runoff (inches) /storm rainfall (inches)
I =percent impervious =impervious portion of the drainage area
(acres) /drainage area (cres) * 100
Volume to be Controlled
Volume = (3630)(design rainfall) (Rv) (drainage area)
Desing rainfall = 1-inch
Drainage Area 7S -Grass Swale A Drainage Area 6S -Sand Filter B
Total area = 19,875 sft Total area = 197,176 sft
Impervious 13,561 sft Impervious 188,060 sft
Percent Impervious 68.23% Percent Impervious 95.38%
Rv = 0.66 Rv = 0.91
V = 1,100 cft V = 14,926 cft
Storage Provided = 3,220 cft Storage Provided = 15,239 cft
Drainage Area 2S - Bio Basin C Drainage Area 7S -Infiltration Trench
Total area = 200,976 sft Total area = 125,186 sft
Impervious 169,751 sft Impervious 125,186 sft
Percent Impervious 84.46°!° Percent Impervious 100.00%
Rv = 0.81 Rv = 0.95
V = 13,569 cft V = 9,911 cft
Storage Provided = 14,355 cft Storage Provided = 9,984 cft
Drainage Area 4S -Sand Filter A Drainage Area 8S - WM Roof
Total area = 213,376 sft Total area = 186,971 sft
Impervious 202,495 sft Impervious 186,971 sft
Percent Impervious 94.90% Percent Impervious 100.00°k
Rv = 0.90 Rv = 0.95
V = 16,076 cft V = 14,802 cft
Storage Provided = 17,193 cft Storage Provided = 0 cft
Drainage Area 5S -Infiltration Trench
Total area = 253,304 sft
Impervious 250,411 sft
Percent Impervious 98.86%
Rv = 0.94
V = 19,836 cft
Storage Provided = 20,860 cft

Table 7
Pollutant Composition and Concentration
Waynesville Commons
Lp = ~u(PPjRvuCuAu2.72/12), Pollutant Load in pounds per year
P = 40.86
Pj = 0.9
Rvu = Runoff coefficient
Cu = Event Mean Concentration
Au = Area
Removal Removal Removal Pre Post
Rvu Cu (TSS) Efficiency (%) Cu (N) Efficiency (%) Cu {P) Efficiency (°~) Au Lp Lp
Pre-Development
Entire Site 0.90 57.80 40 3.30 15 0.40 20 30.37 14,012 8,613
Post-Development
Bio Basin C 0.86 54.20 85 3.10 35 0.40 45 4.61 343
Richland Creek 0.95 54.20 0 3.10 0 0.40 0 4.29 1,960
Sand Filter A 0.90 54.20 85 3.10 35 0.40 45 4.90 381
Sand Filter B 0.91 54.20 85 3.10 35 0.40 45 4.53 356
Infiltration Trench - 5S 0.94 54.20 85 3.10 30 0.40 35 5.82 482
Infiltration Trench - 7S 0.95 54.20 85 3.10 30 0.40 35 2.87 240
14,012 3,761
Discharge to Richland Creek is 95% White Roof

Waynesville Commons -Table 8
Storm Water Management Summary
Drainage
Area
Treatment
Area (sft)
Area (Ac) Composite
Runoff Required First
Flush
Volume cft) Provided First
Flush Volume
cft
Quo Out (cfs)
Q~oo Out (cfs)
1 S & 2S Bio-Basin C 220,851 5.07 0.81 13,569 14,355 2.20 18.80
8S Richland Creek 184,267 4.29 0.95 95% White roof, drains to
Richland Creek 30.77 45.48
4S Sand Filter A 213,376 4.90 0.90 16,076 17,193 13.14 57.83
6S Sand Filter B 197,176 4.53 0.91 14,926 15,239 56.25 55.44
SS & 7S Infiltration Trenches 378,490 8.69 0.95 29,747 30,844 35.46 78.72
TOTAL 137.82 256.27
Pre-Development; Qlo = 221.83 cfs, Ql~ = 344.67 cfs
Volume to be controlled from the 1-inch storm - 'Simple Method as described by Schueler (1987)'
Rv = 0.05+0.009(I)
Volume = (design rainfall)(Rv)(drainage area)
Precipitation Intensity Estimates from NOAA, Q determined by HydroCAD
iio-za = 4.56, iioo-za = 6.72
Water Quality Summary -see attached spreadsheet

Drainage Area TSS Removal
°
Efficiency (/°) N Removal
Efficiency
% P Removal
Efficiency
(%) Pollutant
Loading
lbs/ )
Pre-Develo ment -Assumes some treatment
Entire Site 40 15 20 8,613
Pre-Develo ment TOTAL 8,613
Post-Develo went
Bio-Basin C 85 35 45 343
Richland Creek 0 0 0 1,960
Sand Filter A 85 35 45 381
Sand Filter B 85 35 45 356
Infiltration Trench SS 85 30 35 482
Infiltration Trench 7S 85 30 35 240
Post Develo ment TOTAL 3,761

Infiltration Trench Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient Bh~1P elements noted in the inspection vt~ill be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of sh•uctures, safety of the public, and the removal efficiency of the BIv1P.
Important maintenance procedures:
- The drainage area of the infiltration trends will be carefully managed to reduce
the sediment load to the sand filter.
- The water level in the monitoring wells will be recorded once a month and after
every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County).
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). 1Zecords of
inspec-lion and maintenance v,~ill be kept in a known set location and will be available
upon request.
Inspection activities shall be performed as follows. Any ln•obleins that are found shall
be repaired immediately.
BMP element: Potential roblem: How I will remediate the roblem:
- ---
The entire BMP Trash/debris is resent. Remove the hash/debris.
The grass filter strip or Areas of bare soil and/or Regrade the soil if necessary to
other pretreatment area erosive gullies have formed. remove the gully, and then plant a
ground rover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
Sediment has accumulated to Search for the source of the
a depth of greater than six sediment and remedy the problem if
inches, possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
--
The flow diversion The structure is clogged. Unclog the conveyance and dispose
structure (if applicable) of an ~ sediment off-site.
The structure is damaged. Make any necessary repairs or
replace if damage is too large for
re ,air.

[3MP element: Potential roblem: How I will remediate the roblem:
The trench tNater is ponding on the Remove the accumulated sediment
surface for more than 24 from the infiltration system and
hours after a storm. dispose in a location that will not
lnt act a stream or the BMP.
The depth in the trench is Remove the accumulated sediment
reduced to 75°0 of the original from the infiltration system and
design depth. dispose in a location that will not
im pact a stream or the 13MP.
Grass or other plants are Reulove the plants, preferably by
growing on the surface of they hand. if pesticide is used, wipe it on
h•ench, the _lants rather than s n•a in .
The observation well(s) The water table is within one Contact the DWQ Stornnvater Unit
foot of the bottom of the immediately at 919-733-5083.
s}'stem for a period of three
consecutive months.
The outflow pipe is clogged. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion robleuis.
The outflow i ~e is damn ed. Ke air or re lace the ~i e.
The emergency overflow Erosion Ol' OtheC signs Of The emergency overflow berm will
berm damage have occurred at the be repaired or replaced if beyond
outlet. ~~air. _
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality ~I01 Oversight Unit at 9"19-
ou tie t. 733-1786.

r
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name:Dave Scarnati
Title:Director of llevelopment --
Address:l765 Merriman Road Akron, OH 44313
Phone:[phone]
Slgnatllre: ~ ~r~Y`~ii-~,,.____ __~`~-~
Date: I ! (I ~ ~ ~ _-
1~~ote: The Ieb<iliy responsible party should not be a homeowners association unless more than 50~~~ of
the lots bare been sold and a resident of the subdivision has been named the president.
I ~.
a Notary Public for the State of
__ ~ __ _ ,County of , ; , do hereby certify that
personally appeared before me this . ~ ''
day of , ~, and acknowledge the due e;cecution of the
fol•going wet detention basin maintenance rcc}uirements. Witness my hand and official
seal,
•~r
sraL
My CO11111USS1017 eXpll'eS
,.sill {1. ,ianso~z
Notary Public
State of Ohio
i~4y Coinnussio~~ Frt~ires July

Table 1
Wa nesville Town Center - Draina eSub-District Area Summary
DESTINATION DRAINAGE
DISTRICT DISTRICT
ID # AREA
(SFT) AREA
(AC) Runoff Coef.
C
Grass Swale A H1 4,184 0.10 0.2
Grass Swale A H2 ~ 5,236 0.12 0.9
Grass Swale A I ~ 8,325 0.19 0.9
Grass Swale A J 2,130 0.05 0.2
Bio-Basin C Al 39,166 0.90 0.9
Bio-Basin C A2 27,952 0.64 0.2
Bio-Basin C B 26,169 0.60 0.9
Bio-Basin C C 17,132 0.39 0.9
Bio-Basin C D 4,667 0.11 0.9
Bio-Basin C E ~ 5,850 0.13 0.9
Bio-Basin C F "' 7,973 0.18 0.9
Bio-Basin C G 9,011 0.21 0.9
Bio Basin C K 4,455 0.10 0.9
Bio Basin C L 38,911 0.89 0.9
Bio-Basin C O 16,417 0.38 0.9
Bio-Basin C XX 3,273 0.08 0.2
Infiltration Trench II 104,141 2.39 0.9
Infiltration Trench JJ n 13,692 0.31 0.9
Infiltration Trench TT 7,353 0.17 0.9
Richland Creek R 1,047 0.02 0.9
Richland Creek S ~ 176,928 4.06 0.9
Richland Creek T °D 7,339 0.17 0.9
Richland Creek W 1,657 0.04 0.9
Sand FilterA M 5,125 0.12 0.2
Sand FilterA N 75,649 1.74 0.9
Sand FilterA P 2,880 0.07 0.2
Sand FilterA Q ~ 46,292 1.06 0.9
Sand FilterA U 2,876 0.07 0.2
Sand FilterA V 45,176 1.04 0.9
Sand FilterA BB 35,378 0.81 0.9
Infiltration Trench CC 38,547 0.88 0.9
Infiltration Trench GG 34,312 0.79 0.9
Infiltration Trench HH 44,619 1.02 0.9
Infiltration Trench KK 21,912 0.50 0.9
Infiltration Trench LL 43,000 0.99 0.9
Infiltration Trench MM ~ 2,838 0.07 0.9
Infiltration Trench NN °' 6,216 0.14 0.9
Infiltration Trench 00 15,209 0.35 0.9
Infiltration Trench PP 2,893 0.07 0.2
Infiltration Trench RR 6,692 0.15 0.9
Infiltration Trench SS 9,577 0.22 0.9
Infiltration Trench UU 27,489 0.63 0.9
Sand Filter B X 2,937 0.07 0.2 '
Sand Filter B Y 43,271 _
0.99 0.9 ;:
Sand Filter B Z 6,182 0.14 0.2
Sand Filter B AA ~ 37,486 0.86 0.9
Sand Filter B DD `O 26,983 0.62 0.9
Sand Filter B EE 49,923 1.15 0.9
Sand Filter B FF 28,324 0.65 0.9 ~,
Sand Filter B OQ 2,070 0.05 0.9 '
19,875.00 sft
0.46 acres
200,976.00 sft
4.61 acres
125,186.00 sft
2.87 acres
186,971.00 sft
4.29 acres
213,376.00 sft
4.90 acres
253,304.00 sft
5.82 acres
197,176.00 sft
4.53 acres

Permit No. ~ ~ ~ ~ .. ~ ~~ ~ v
(to be provided by DWQ)
UrO~ W i1 TF~OG
~~~ STORMWATER MANAGEMENT PERMIT APPLICATION FORM T
4t)1 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 11l) musf be printed, t7lled out and submitted along with all of the required information.
L PROJECT 1NFORMATfON
Project name Waynesville Commons
Contact person Charles Christy
Phone number 828-687-9500
Date
Drainage area number
16-Nov-07
7S -Infiltration Trench
11. DESIGN fNFORMATfON
Site Characteristics
Drainage area 125,186.00 ttz
Imperv~us area 125,186.00 ftz Q /~7~
Percent impervious 100.0% l~ ~]/~
Design rainfall depth 1.0 in ~ t:/ ~ n
Flow Calculations N~ ~ G' ~~
Peak
is pre/post control of the 1-yr 24-hr peak flow required? N (Y or N) ~ 2D~~
~~~
1-yr, 24-hr runoff depth in ~NVpg ' -'t'AT~P
ensity inJhr '~STp,?,~ ~u~4Ll)'y
1-yr, 24-hr int
Pre-development 1-yr, 24hr peak floHr ft3/sec ~M
Post-development 1-yr, 24-hr peak taw ft3/sec
Pre/Post 1-yr, 24hr peak il>ar control ft3/sec
Storage Volume: Non-SR Waters
Minimum volume required 9,897 ft
Volume provided 9,984 ft OK for non-SR waters
Stoma Volume: SR Waters
1-yr, 24hr rainfal(depth in
Pre-development 1-yr, 24hr runoff ft3
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required ft
Volume provided ft3
Soils Report Summary
Soil type q~avelly, Sandy, Loam
infiltration rate J 4.71 iNhr
SHWT elevation 2,735.00 fmsi
Trench Design Parameters
Drawdovm time 0.42 days OK
Perforated pipe diameter 24 in
Perforated pipe length 390 tt
Stone type (dosed) #57
Stone void ratio 40%
Stone is free of fines? Y (Y or N) t7 K
Trench Elevations
glom elevation 2750.00 fmsl OK
Storageloverflowefevation 2754.00 fmsl
Top elevation 2754.00 fmsl
Form SW401-infiltration Trench-Rev.1 Parts i. tf H. Design Summary, Page 1 of 2

Permit No.
(to 6e provided by DIAK,2)
Trench Dimensions
Let~tlt (~ dirt~ension) 390 ft
Width (shat dimension) 16 ft
Height (depth} 4 ft OK
Additional Information
Total runoff volume captured by trench 2.75 ao-in Maximum of 2acre-inches allowed
Length of vegetative filter for overflow 0 ft Filter is too short, must be > 30-it
Number of observation wells 1 OK
Distance to stn,cture 15 ft OK
Distance from surface waters 75 ft OK
Distance from water supply well(s) 500 ft 0K
Separatror- from impervious sat layer 10 ft OK
NaturaNy occuring sal above SHWT 5 ft OK
Bottom t~vered with 4-in of clean sand? N (Y or N) Must cover bottom with 4-in of clean sand
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Bypass provided for larger storms? Y (Y or N) OK
Trench wrapped with geotextile fabric? Y (Y or N) OK
Pretreatment device provided Catch Basins
Form SW401-rnfdUatiat Trench-Rev.1 Pans I.8 II. resign Summary, Page 2 or 2

Permit No.
(to be provided by DWG
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met ff the applicant has designated an agent, the agent may initial below. ff a
requirement has not been met. attach justification.
Pagel Plan
Initials Sheet No.
__C1_ZL' 1. Plans (1° - 50' or larger) of the entire site showing:
- Design at ultimate build-out, y~$
-Off-site drainage (if applicable), N ~ R
- Delineates drainage basins (include Rational C coeffident per basin), !n!t p ~
-Trench dimensions, ~~,~• 4 ~ f ~, ~c,4- L • 3 -3 ~..
- Pretreatment system, c o,T~~ ~~, r,S
-High flow bypass system, s 7"CL~cty ~ 32
-Maintenance access, >Z.r_1-k
- Recorded drainage easement and public right of way (ROVIfJ, >? C-~
- Overflow device, and ~Trz.~ ~~uR-G 32
- Boundaries of drainage easement ~~~
2. Portia! plan (P = 30' or larger} and details for the infiltration trend! showing:
- Bypass structure, ~>"R~~ 2~ 32
- Maintenance aocess,l~~
-Basin bottom dimensions, •qc,.~,,.; { ~ 5~le~k ~- 3.3A.
-Basin aoss-section with benchmark for sediment deanout, Lo•i-cS~, (o ~si~1 S
- Flow distribution detail for inflow, c e.~rc-~ b o- S iY1 S ,? ~~~i' S-~~~°
- Vegetated filDer, and ~ (o~ y .{-n Dp; ~ p~-p
-Pretreatment device. ~ q.1.~ p~tS~ a5
~~ 3. Section view of the infiltration basin (1 ° = 20' ~ larger) showing:
-Pretreatment and fieatrnent areas, and ~ x~ s rs ~ ~ • ~~~ s
-Inlet and outietstructures. 1~(c~" . Gad-cGi hws ~n~ , o~3~f-(e~ ' BT~f,.,~~,~~ 32.
~~- 4. A table of elevations, areas, incxemental volumes 8~ accumulated volumes to verify the volume provided.
t-Fyd,~ ~ ca(«sf~fion5
r,,~G 5. A soils report that is based upon an actual fleid investigation, mil borings, and infilVation tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigatice request form. County soil maps are not an acceptable source of soils information.
4c-ro.`lnLd
~~ 6. An assurance that the installed system will meet design spedfications upon initial operation once the
project is complete and the entire drainage area is stabilized.
,_~ 7. A construction sequence that shows flow the infrtlration basin will be protected from sed'm~nt until the
entire drainage area is stabilized. ~~~.SG 1T ~w~ ~Jc~s(~ ~rc~ar-d~
. r/r ~ 8. The supporting calculations. a~,~L (rte

~,~_ 9. A copy of the Signed and notarized inspection and maintenance (1&M) agreement

G G 10. A copy of the deed restriction. ~E~
Forth SW401-Infiltration Trench-Rev.1 Part III. Required Items Checkr~st, Page 1 of 1

)(,~) Q 1 ` O ~ / ),p ~'2 Permit Number.
(to be provided by DWG?)
OF VJ ATFR
~ ~~ `OG
,,.,..,.... ~~ 'r_
>_;
c ~
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form musf be filled out on line, printed and submitted with all of the required information.
Make sure to also 61l out and submit the Required Items Checklist (Section 11!) and the t&M Agreement (Section IV)
1. PROJECT INFORMATION
Project name Waynesville Commons
Cor>tad name Charles Christy
Phone number 8213-687-9500
Date
Drainage area number
November 16, 2007
4S -Sand Filter A
IL DESIGN INFORMATION
Site Characteristics
Drainage area (Ao) 213,376 ftz OK
Impervious area 202,495 fl
% Impervious (I~ 94,9% qo
Design rainfall depth 1.0 in
Peak Flow Calculations
Does this projectrequire pre/post control of the i yr 24-hr peak fklw? N Y or N
1 yr, 24-hr runoff depth in
1-yr, 24-hr intensity inthr
Pre-devebpmertt 1-yr, 24-hr rurroff ~/~
Post-development 1 yr, 24-hr runoff {~/~
PreiPost 1-yr, 24-hr peak control ft sec
Storage Yolume
Design volume 17,193 ft
Adjusted water quality volume (WQV~ 12,895 fti3

Volume r~rrtained in the sedirt~rttalion basin and on top of the sand filter. OK
35,742
Maximum head on the sedimentafion basin a-td sand filter {h~~) 3.3 ft OK
Average head on the sedimentation basin and sand filter (h~J 3 ff
Runoff Coeffiaent (R,t) 0.90 {unitless)
Type of Sand Fllter
Open sand fitter? N Y or N
tf this is an open sand filter. The clearance between the bottom of the sand

fitter and the SHWf (dam) ft
Closed/pre sand filter? Y Y or N
ff this is a dosed sand filter. The clearance between the txritom of the sand

filter and the SHNff (dam) 2 ~
ff this is a dosed, underground dosed sand filter. The clearance f>eiween
the surface of the sand filter and the bottom of the roof of the underground 4 ft
strvctrtre (dam)
Form SW401-Sand Fitter-Rev.t Parts I and n. Project Design Summary, Page 1 of 3

Permit Number:
L (to be provided by DWG
Sedimentation Basin
Surface area of sedimentation basin {As) 1,056 ftz OK
Sand Filter
Surface area of sand filter (AF) 9,200 flz OK
Depth of the sand media finer bed (dF) 4 fl
t;oeffiaent of pem-eability for the sand filter (k) 12 (ft/day)
Time to drain the sand filter (t) 16 hours OK
Time to drain the sand filter (t) 0.67 days
Additional Information
Does volume in excess of the design volume bypass the sand fdteR Y Y or N
Is an off~ine flow-splitting device used? Y Y or N OK
Does volurrle in excess of the design volurrle tkfw evenly distributed through a N Y or N Excess voume must pass through filter.
vegetated filter?
What is the length of the vegetated fiftel'? 01t
Does the design use a level spreader to evenly distribute flow? N Y ~ N Show how flow is event' distributed.
Is the BMP kx~ted at least 30ft from surface wathrs (50ft if SA waters)? Y Y or N
Is the BMP kx~led at least 100ft from water supply wells? Y Y or N
Are the vegetated side sbpes equal to or less than 3:1 N Y ~ N Insuffiaent vegetated side slopes.
(s the BMP kxxted in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)? Y Y or N OK
What is the width of the sedimentation chambedforebay (W~)? 11 tt OK
What is the depth of sand over the outlet pipe? 3.5 ft OK
Figure 1: Opert Sid Fdber
in-Sim Sail Sea.~•aoablt= Hish R titer Table
Fonn SW401-Sand Filter-Rev.1 Parts 1 and 11. Project Design Summary, Page 2 of 3
Sedimentation Soul Filter
Chamber Chamber
i ar Forebm•) .,
Fto~t- .~__ _.~. __«, ----. Weir
i i~rtlet Yipe
t
N~>~.,~,~..

Pemrt Number.
(to be provided 6y DWIy
Figure 2: Closed Sand Filter
Co~•er t3latcs
`,.,`rn ~ ~ ~ ~ - --
F7o~c ~ ~. ^\~ Sand
~, ~
t
~ "~. ~ j <1t ~flet Pipc
n,.,., -~,,~- ~ . ~~ ..~.........
~~ _ ..
~ ~. ~ ~ 4 ~. _.~
....
C'on,.7etc {or other ~ ,~ _'
Stn14a1U'al ltlaterlalt j:-`` _,~. \"-~._ { ' '~ .
~' r', ~
Iu-Sihl Soil ~~ ~~ ~' ~ ,,.-" ; + 1 ' tt ! ~_- ......-
5ca.:onabh• Hit -'' , .-'" -- ----- - - -.-
Water Table ~'
` Scdiulentatiou Chamber {Foreb:n~+ ~Suld Filtn~ C"Ilanlber
Ct'ater -
Collected ~ ~~ s~~' (TraPP~ Solids)
4rgamcs. De(xis)
Form SW4~1-Sand F1ter-Rev.1 Parts i and II. Project t]esign Summary, Page 3 of 3

Permit No.
(to be provided by DWQ)
~~
Please indicate the page or plan sheet numbers where the supporting documentation can be found. M incomplete submittal
package will result in a request for addidonal information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the
agent may initial below. H a requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
t~ 1. Plans (1" - 50' or larger) of the entire site with labeled drainage area boundaries M I! V 2
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber 3.8 , 3.3 ~~ p'rc~~ 1~ ~ 2
-Maintenance access, GodG~~d r'.• ,SEA
- Flow splitting device, iN ~asr SED. GHAwrb~'
+ pvucd rN 1ZGA
-Recorded drainage easement and public right of way (ROW}, L
- Design at ultimate build-out, YES
-Off site drainage (if applicable), and N/A
- Boundaries of drainage easement. G o JG,r ~ i N ~ fr=A'
C-S ~ 2. Plan details (1" = 50' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber htiuk G-3•$
-Maintenance access, coJU~ ~ ~^' ~~
-Flow splitting device, 2W" P IaE
~
~~
r"
-Recorded drainage easement and public right of way (ROW), c.aJr+'~
- Design at ultimate build-out, yGS
-Off-site drainage (if applicable), and Nel4
-Boundaries of drainage easement. Ca J~r~ l ~i ~~
C~trL 3. Section view of the sand fitter (1" = 20' or larger) showing: ~~~~. v~ AA~ , ~~ 3.8
3 ~- ~'~ 5~e~' C - 3 $
3
.
-Depth(s) of the sedimentation chamber and sand filter chamber, Pro~~ (~ eat
- Depth of sand filter media ~jt~i ~N Rk, G 3.8
tK
'~~
"
STNt ,
N
a,
-Connection between the sedimentation chamber and the sand filter chamber, 1 U
- SHWT levels} Z-~F
- Outlet pipe, and StNC m ~ ~ t t , 5~1cr.~- L- ~ .to
-Clearance from the surface of the sand filter to the bottom of the roof of the underground structure (if
applicable) ~' - S'~on~ (~cd ~ Sc~•(rar-+ /t& , G- 3.8
t'i~G-
LTA 4. Supporting calculations (including drainage calculations) 12C~i Sip q~..r~ ~ 4=1D
t
t
i
d i
i
d
i
t
S
f ~O~
l
~
igned and no
ar
ze
nspect
on an
ma
n
enance agreemen
~(Gilr o<ss
5.
(u~~-
~
Form SW401-Sand Filter-Rev.1 Part III, Page 1 of 1

1 Permit Number.
O 11 rp ~ 2 (to be provided by OWQ)
a~^C ~~~:, rF~QJ
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must be filled out on line, printed and submitted with aH of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section llt) and the t&M Agreement (Section ll~
1. PRO.IEl+T INF~RMATiON
proj~ name Waynesville Commons
Contact name Charles Christy
Phone number 828-698-9500
Date
Drainage area number
November 16, 2007
6S -Sand Filter B
11. DESIGN tNFC1RMAT10N
Site Characteristics
Drainage area (Ao) 197,176 ~ OK
Impervious area 188,060 ftz
% Impervious (l~ 95.4%
Design rainfall depth 1.0 in
Peak Mow Caiculafforts
Does this project require pre/post control of the 1-yr 24-hr peak itow?
1-yr, 24-hr runoff depth
1 yr, 24-hr intensity
Pre-development 1yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
PrelPost 1-yr, 24-hr peak control
N YorN
m
inihr
ft3/sec
ft3/sec
ft~/sec
Storage Volume
Design volume
Adjusted wafter quality volume (WQV~
Volume contained in the sedimer>iation basin and on top of the sand filter.
Maximum head on the sedimentation basin and sand filter (h~~,)
Average head on the sedimentatthn basin and sand filter (h,~
Runoff Coeffiaent (Rv)
Type of Sand Filter
Open sand fiffeR
ff this is an open sand filter: The clearance between the ttottom of the sand
filter and the SHWT (dam)
Ck>sed/pre-cast sand filter?
ff this is a dosed sand filter: The clearance between fire bottom of the sand
filter and the SHWT (dam)
ff this is a dosed, underground dosed sand filter. The clearance between
the surface of the sand filter and the bottom of the roof of the underground
structure (dam)
15,239 ft3
11,429 ft3 OK
58,5$9
5.07 ft OK
aft
0.91 (unitless)
N YorN
ft
Y YorN
Oft
aft
Form SW401-Sand Filter-Rev.1 Parts i and II. Project Design Summary, Page 1 of 3

~1 Permit Number.
~.~ ~ 1 ~ O 1 + lp V 2 (to be provided by OWQ)
,G,~ ~;.; A. T~rFt
® O
~~~i~s O ~
^\~~~ `
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
GRASSED SWALE SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must also be filled out, prinfed and submitfed along with all of the required information.
1. PROJECT INFORMATION
Project name Waynesville Commons
Contact name Charles Christy
Phone number 828-687-9500
Date
Drainage area number
November 16, 2007
1S
II. DESIGN INFORMATION
Site Characteristics
Drainage area 19,875 frz
Impervious area 13,561 ftz
Percent impervious 68.29'0 %
Design rainfall depth 1.0 inch
Peak Flow Cak:ulations
10-yr, 24-hr runoff depth 2.43 in
10-yr, 24-hr intensity 4.56 in/hr
Post-development 10-yr, 24-hr peak fbw 1.3 ft3/sec
Velocity
Maximum non-erosive vekx3ty (peak 10-year storm} 11.0 ft/sec
Soil charrat~eristics (errl3er X beknnr)
Sand/sift (easily erodible}
Clay mbc (erosion resistant) X
Grass Type (enter "x" below)
Bermuda
Tall fescue X
Bahiagrass
Kentudry bluegrass X
Grass-legume mature
Swale type: Fill out one of the options below:
Ootion 1: Curb Outlet Swale: N (Y or N)
Maximum vekx;iiy
Side slopes :1
Swale length ft
Oation 2: Conveyance Swale. Seeking Pollutant Credit Y (Y or N)
Maximum vekxtity for 10-yr storm 0.1 ftlsec OK
Side slopes 5 :1 OK
Swale length 150 ft OK
Ootion 3: Conveyance Swale, Nof Seeking Pollutant Credit: N (Y or N)
Maximum vekxtiiy
Side slopes :1
Form SW401-Grassed Swale-Rev.1 Parts I and Il. Project Design Summary, Page 1 of 2

~~..~ D `~ - 1J 1 ~ ~v V Z Permit No.
(to be provided by DWQ)
0~~4 w"rFa°~
O Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
~~
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part !tl) must be printed, filled out and submitted along with at! of the requtred information.
I. PROJECT INFORMATION
Project name Waynesville Commons
Contact person Charles Christy
Phone number 828-687-9500
Date
Drainage area number
16-Nov-07
5S -Infiltration Trench
11. DESIf3N INFORMATION
Site Characteristics
Drainage area 253,304.00 ftz
Impervious area 250,411.00 ftz
Percent impervious 98.9°I°
Design rainfall depth 1.0 in
Peak Flow Calculations
Is prelpost control of the i-yr 24-hr peak flow required? N (Y or N)
1-yr, 24-hr runoff depth in
1-yr, 24-hr intensity inlhr
Pre-development 1-yr, 24-hr peak flow ft3/sec
Post-development 1-yr, 24-tu peak tk~w ft3/sec
Pre/Post 1-yr, 24-hr peak flow control {t3/~
Storage Volume: Non-SR Waters
Minimum volume required 19,859 ft3
Volume provided 20,880 ft3 C~K for ~~or-SR ~~~aters
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth in
Pn3-development 1-yr, 24fir runoff {~
Post-devebpment 1-yr, 24fir runoff ft3
Minimum volume required fl3
Volume provided ft3
Soils Report Summary
Sal type ,)gravelly, Sandy Loam
infiltration rate U 4.71 inlhr
SHWT elevation 2,745.00 fmsl
Trench Design Pararrreters
Drawdown time
Perforated pipe diameter
Perforated pipe length
Stone type ('d used)
Stone void ratio
Stone is free of fines?
Trench ©evations
Bottom elevation
Storage%verfiow elevation
Top elevation
0.53 days CK
15-30 in
1043 ft
f157
40%
Y (Y or N) C?r<.
2750.00 fmsl ~?K
2755.00 fmsi
2755.00 fmsl
Form SW401-Infiltration Trench-Rev.1 Parts 1.811. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
111. REQUIRED 11'EM& CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. M incomplete submittal package wit!
result in a request for additional information. This will delay final review and approval of the project, Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may infial below. ff a
requirement has not been met, attach justification.
Page Plan
Initials Sheet No.
C.~S~-- 1. Plans (1` - 50' or larger) of the entire site showing:
- Design at ultimate build-out, ya4
- Of~site drainage (if applicable), N ~ l~
-Delineated drainage basins ('inducts Ratite C coeffiaent per basin), M R Q 2-
- Trench dimensions, pc¢c; ~ , 5lnc~-i- C- 3.3 a
-Pretreatment system, Lek{ ~ h a 5 ~~s
-High flow bypass system, S~trv~'rv ~ , 3.3a.
-Maintenance access, ~~ A~
-Recorded drainage easement and public right of way (ROW}, 12L ~
-OVerflowdeYlce,and S'f(~.uG~Jfd ~, f,(ntUl- 3.3o--
-Boundaries ofdrainage easement j~A
~.~'~~-- 2. Partial plan (1' = 30' or larger) and details for the infiltration trench showing:
- Bypass structure, ~~'t2~vt'~rG 44. t,- 3.34.
- Maintenance access, Q.EA
- Basin twttom dimensions, 'p ~.{'a i ~ , G - 3 -~ ,
-Basincross-section with benchmark for sediment deanout, $us o~ C. ~j s
-Flow distribution detail for infkn~r, ~ [s,~- ch b a s i ~5 , ~ + (~ ~ 5~
-vegetated filtex, and ~~,i5 Iwo bey po,,,d .
-Pretreatment device. (; a~~ (7a 5 ~ h 5
v ~- 3. Section view of the infiltration basin (1' = 20' or larger) showing:
-Prftreahrlentandtreatrnentareas,and cxcscr.JG cATc..rt RFksrr~S
-Inlet and outlet structures. !vl Eck .- Go.-F` (n h o s i ~s , ayE`(~ ' .~t'2.~c~'rU P--~
C.~ ~ 4. A table of elevations, areas, incxementaf volumes ~ accumulated volumes to verifir the volume provided.
{-#yc(ra G~kO eatcsto~-~-i'v~s
c.-~T C- 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing ~ submitting the soils
investigation request form. County sal makes are not an acceptable souroe of soils information.
C. c 6. An assurance that the installed system Hn I meet deb gn speafications urn initial operation once the
project is r~mplete and the entire drainage area is stabilized.
7. A cor>sfruction segl~rtce that straws how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized. ~ n SG ('[ go: t t~tZoS ion ~(~,,~ ~ "DG{-ai(S
~~ 8. The supportingcakxtlations. ~~-~~~ ~fd~~,c,c~ -fo~ca.,c~,~~~
CSC-- 9. A copy of the signed and notarized inspection and maintenance (I&M) agreement
G~?C--- 10. A /tTt"ltGt{-rr b
copy of the deed restriction. ~ ~
Form SW401-infiltration Trench-Rev. Part III. Requured ftems Check~st, Page 1 of 1

r
Permit Number.
{to be provided by DWQ)
~ ~ ~ ~ 7 ~ ~ ~ ~, O~ viii ~~~
O ' O~
D NR
NC
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with atl of the required information.
I. PROJECT INFORMATION
Project name Waynesville Commons
Contact name Charles Christy
Phone number 828-687-9500
Date November 16, 2007
Drainage area number 2S
II. DESIGN INFORMATION
Site Characteristics
Drainage area 200,976 ft
Impervious area 169,751 ft~
Percent impervious 84.5%
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is prelpost control of the 1-yr, 24-hr peak flow required? N (Y or N)
1-yr, 24-hr runoff depth in
1-yr, 24-hr intensity in/hr
Pre-development 1-yr, 24-hr peak flow ft3/sec
Post-developrr~nt 1-yr, 24-hr peak flow ft3/sec
Pre/Post 1-yr, 24-hr peak control ft3/sec
Storage Volume: Non-SR Waters
Design volume 13,554.0 ft3
Ponding depth of water 12 inches OK
Ponding depth of water 1.00 ft
Surface area of the top of the bioretention cell 14,355.0 ftz OK
Length: x.75 ft OK
Width: 75 ft OK
-0r- Radius ft
Storage Volume: SR Waters
1-yr, 24-hr depth in
Pre~evelopment 1-yr, 24-hr runoff fts
Post-development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Soils Report Summary
Drawdown time, ponded volume 12 hr OK
Drawdown time, to 24 inches below surface 28 hr OK
Drawdown time, total: 40 hr
In-situ soil.•
Soil type Sandy Loam
Soil permeability 4.00 in/hr
Planting media soil:
Soil type ASTM 5268
Soil permeability 4.00 in/hr OK
Soil composition
Sand (by weight) 87% OK
Form SW401-Bioretention-Rev.1 Parts I and II. Design Summary, Page 1 of 2

_~
Fines (by weight)
°6 Organic (by weight)
Phosphorus Index (P-Index}
Basin Elevations
Temporary pool elevation
Planting elevation (top of the mulch)
Bottom of the cell
Planting depth
Depth of mulch
SHWT elevation
Are underdrains being installed?
10% OK
3% OK
Total: 100°!0
20 (unitless) OK
2753 fmsl OK
2752 fmsl
2750 fmsl
2ft
inches
2748 fmsl OK
How many clean out pipes are being instaNed?
What factor of safety is used for siting the underdrains? {See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
the bottom of the cell to account for underdrains
Bottom of the cell required
Distance from bottom to SHWT
Type of bioretention cell {answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Is this a cell with treesfshrubs?
Plartting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Additional information
Does volume in excess of the design volume bypass the
bioretention cell?
Does volume in excess of the des~n volume flow evenly distributed
through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP kx~ted at least 30 #eet from surface waters (50 fee# if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than 3:1?
Is the BMP kxated in a recorded drainage easement with a
recorded access easement to a public Right of Way {ROW)?
Inlet velocity (from treatmenf system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 249'0?
Is the drainage area permanently stabilized?
Pretreatment Used
(Indicate Type Used with an "X" in the shaded ceU)
Gravel and grass
(flinches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
N (Y or N)
Oft
2750 fmsl
2ft OK
Y (Y or N) OK
N (Y or N)

Y (Y or N)
N (Y or N)
Oft
N (Y or N}
Y (Y or N)
Y (Y or N)
Y (Y or N)
Y (Y or N)
5.19 ft/sec
N (Y or N)
N (Y or N)
Y (Y or N)
n
Permit Number:
(ta be provided by DWQ}
Excess volume must pass through filter.
~x,~' fNr~+~ t~Qatr~o-fie, sr~uu~t~U,~~
Show how flow is eveny distributed. ~ ~~~ y,~r~,
OK
OK
Insufficient inlet vekxaty unless energy dissipating devices are
being used. ~i e.~~c s5 ed -~a. ~' -~ J ~ (Ltp ~ n~
OK
OK
OK
Fonn SW401-Bion:tention-Rev.1 Parts I and 11. Design Summary, Page 2 of 2

Permit No:
(to be assigned by DWQ)
111. REQUIRED ITEMS CHEGiCUST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This wilt delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the appiipnt has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page! Plan
Irdfiais Sheet tVo.
r ~rTG-- 1. Plans {1' - 50' or laaryer) ~ the entire site showing:
- Design at ultimate buikl-0ut, ~y
- O(f-site drainage {'rf applicable), F1 ~ c~
- Delineated drairage basin (krdude Rational C cx~effiaent per basin>,
-C~Idim~sior>s, '~~7kic. s4~Pc-l- 3.t~
- Pretreatment system, ~~c,4, b~.,~S ~ ~t`~(r. ~? ~~, !1_~ ~ ~~~
- High flow bypass system, -f~~uv~ ~, ~~, J~«'-~tt:%.-~ ~ i (~-
-Maintenance access, (~ EA
- Recorded drain~e easement and public rk3ht ~ way (ROW), '~sr k-
-Cleanoutpipe locations, !Jf r'+
-O~rflowdevice, and y~v~-tU~~ ~` ~{y
-Boundaries of drairage easement. }~,EA
<' C" 2. Plan details (1' = 30' or larger) for the tHaetentiat cell showing:
-Ceti dimensiats ~ e~ ~ i Syt~G~ 3 . g'
- Pretreatrnent system, .~«b~ ri f~ t f' fZ~ ~
`
- Hugh flow bypass system, 5Ti2~ L~~ i•~ ~ ~f
)
- Maintenance access, r?
n
t and put>~ right of way (ROW), ~ ~'
-Recorded drainage easeme
- Design at utiima{e build-out, ~ cs~
- Offer drainage Crf appligble), u~ ~
- q~n art pipe locations, /,IAA
- Overflow device, and y'~-fy,,~ ~~ 41`~`t
- Boundar~s of drainage easement ~~
3. Section view of the bioretention cell (1' = 20' or larger) showing:
-Side slopes, 3:1 or lower ~~.~-ai t ~l~,cc-f 3.8
- Underdrain system {if applir~ble), and ~{ t !~
- Bioreter-tiar oefl [ground level and slope, pre-ireatrrrerrt, pond'mg depth, muk:h depth, fiti media
depth, washed sand, filter fabric {or ctmldng stone if applicable), #57 stone, underdrains (ff applicable),
SHNtT level(s), and overflow structure] ~l.~G t l Sheet 3.~
~~ i ~ 4. A soils report that is based upon an actual field imres~tion, soil txutngs, and iniiltrati'on fasts. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. t,,arniy soil maps are not an acceptable source of soils information. All
elevations shah be in feet meem sea revel (hrrsl). Resi,tils ~ souls tests of Moth the planting soil acrd the in
sitiisoilmustirx~txle: tilG~ ,~,;,,`( rKt x ~~ b~ ~)ro~~d~d ~r!' ~u,,. ~ 5~+=~'
-Soil pemreabiliiy, L ~ t 5z"r uka . `x~ ~ rr ~~r ~ c~t cam--' i ~ t. ~ ~,~1,,,~ k: ,i ~ -~C.S ~ g~
~
'~
'
r
,,
- Soil composition (96 sand, °6 fines, % organic), and
/
- P-index.
!r-!~t~.~ 5. A detaiUed planting PIS (1' = 20' or larger) Prepared by a quaClfied individual shaNir>g:
- A variety of suitable species, r..,~t}55 ~ d a a~ d
~
- Sizes, spaarg and locetior>s of plantings, ~~
- Total quantity of eadt type of pint speafied, ,~1 /}E'
- A piaMirg detail, iu /R- t ~
- The source nursery for the plants, and g^,,G !~; ~ed Si~~ (~ ~~ ~~' a
- Fertii¢er and warming required to establish vegetation. L.vn'C/~ ~~,, 1~> ~Itrts~I: ~ ~ ~ ~-y? G.S ~~{: s~.: t
9 ~c'~-acct .
~--~T'~ 6. An assurar>ce that the ir~taAed syst~r- wiq n>~ design sper;ifificatior-s upon irtitiad operation a-ce the
project is complete and the entire drainage area is stabilized. ~fiE7 a N j?I ~.,
C.~"C. 7. A ooristrudion sequence that shows how the biaetention cell will be protected fran sediment. until the
entire drainage area is sthbi'tized. Nor, o n ~ l,~,r.,,
r=-° 8. The supporting calculation {indudirig underdrain calculations,rf applicable).
~'{~ ~Kc:~ Ca.tfi5 0.d-G~IG~
~, ~ 9. A copy of the signed and notarized ir~pection and maintr3rtance (18M)~fgreerrtent.
j>f~~<.c~-Ys~~~ y~ibrn~ ~~
~l~s=-~ 10. A copy of the ~! restriction.
~~~~ t. {L~t~
Forth SW401-Biore4ention-Rev.1 Part Ill. Page 1 of 1

~~ °~` o~~~ Y2
List of Exhibits
A = Site Plan TABLE OF CONIENIS
B Legal Description of Shopping Center
B-1 = Legal Description of'the Developer Parcel
B-2 s Legal Description of the Home Depot Parcel
B-3 = Legal Description of theWal-MaztParcel 1,1 Parties........... ......... .. ........ ... .. .....,. ,.. _............ ...... ..........I
B-4 = Lega] Description of'ffie Oatparcels
C = Sign Exhibit 1.2 Purpose...,.... ...,_,.,. .... _.. ,. ...._..., ,.. , ..,. ........ .. .................. 1
C-1 = Intentionally Deleted 1 3 Defmitions ... ,
1
D = Approved Plans fm the Shopping Center , _
2. BUILDING AND COMMON AREA DEVELOPMENT ............................................».....».... 5
2 1 Building Location ............. ....... ,..,... ......... 5
2,2 Common Area ...,..,... .....,... .. ,_
...
.. ..,...............5
23 Type and Design of Building ........... ......... ... ..... .......... .................... 6
2.4 ConshnctionRequuements .,..,... .,..,.. ... ...,. .. „ ........................7
2..5 Temporary License.... ........ ........... ......., .. .......,..._.......8
2.6 Indemnity ...... .......... ........ .. 8
2J ApptnvalProcedures,..... .....,..... .,.,.... .... _ ..... ............ .......9
3. EASEMENTS .............»......................................................... »....»...........................».............9
3.1 Ingtess,EgressandParking ... .. _-. _.. .. . .. ... ..... ..............9
33 UtilityLmesandFacilities .,..,.._.... ........ . _. . .._.... _........._. ....9
3,4 Signs ...,_...... ..,.., ........ . ....... .... I1
3.5 Dedication to Public Entiries ..... ......_... ., .. ... _ _., . I1
3.6 No Merger...... ....._ . .... ........ 11
3.7 Permanent Servicellrive.. ... _...... __. .,....,... _._...11
3.8 Storm Drainage and Detention Easements ., .... .... ........._........... I 1
3.9 Encroachment ....... .. . _ ....12
4. OPERATION OF COMMON AREA ..................................................................................» 12
4.1 Parking........ ,.... . _ _.... _ .. 12
4.2 Employee Pazking ...,_..... . 13
43 Signs......_,,.. ........ ......
.
... .. ........ . ................ 14
4.4 Protection of Common Area . _........ __.. ..,..... _. 15
37

4.5 Changes to Common Area .... ... ..... . .. ...... . ..,.. _..,. .........._ _......... 15
5. RESTRICTIONS ON USE .......................»..................»..».................................._ .
..........».. 16
5.1 Home Improvement Store Restrictions .. .. ......... ............ ......... ... 16
52 Wal-Matt Restrictions..,.,,,.. ., ,,... .., ........ .. ........ _. 16
5 3 Shopping Center Restriction _ ......... ..... ...... _, ...... ,, ............_ 16
6. MAINTENANCE STANDARDS.. ..........................................................»...........................». 18
6.1 Maintenance Obligations ..... .. ,,......,. .....,. .,... ..................18
6.2 Duty to Maintain ...,.. ., ....,, ..,,, . .._.,,._. . ............ 19
6 3 Contribution to Maintenance of Railroad Crossing ..... ............. .,... ... ..,... 19
6 4 Indemnity Against Liens........ ..... ......... .. ....... ...,.... .... _. 18
7. LIGHTING.......».........._ .........................»...................................................................»».....20
8. PAYMENT OF TAXES.......»...».....»..» ................................................................................ 20
8.1 taxes and Assesments...,._. .... ..... .. . . .. .... .,,.,,... ._ ......,.20
8,2 Failure to Pay Iaxes and Assessments, ... ...... _ .. .. ...... 20
9.. Successors and Assigns; Limitation on Release ......................................................»............. 20
10. DEFAULT ....................................................................._.....................»........................... 21
10.1 Defautt ......,..... _.. ... .,_ .. ..._.., .. 21
10.2 Self-Help ... ,.., ._ ......... .......... .. ..... .. _..,,. ... .., . ......., ..._ 21
10.3 Remedies Cumulative ....,_ . ,...... _ .,,.. ...., ......_. 21
Il. LIEN FOR EXPENSES OR TAXES ...............»............................................»...........»..... 21
]1.] Effectiveness ofLren....,., .. .... ........ .......... ....._,.... 21
11.2 Priority of Lien .. ...... ....., ...., _.. ........ _ 22
113 Contesting J Alternative Secwity ........,. _ ..._..,_... _ ...... 22
12. LLABII,ITY INSURANCE; INDEMNIFTCATION ........................................................... 22
12,1 Liability Insurance ... .,... .. .,. . _ ... ., _ ... ... ............. .............. 22
12.2 Insurance CoverageI)wingConstrvetion..._.... .., ...,.. .............._........,..... .23
12.3 Indemnification by Owners ......, ....... . ........ ....... _... 24
12.4 _.......__ _ _.,. _... _ ........ 25
13. PROPERTY DAMAGE AND EMINENT DOMAIN..» .................................................... . 25
13..1 DamagatoBuildings,.... _ ...... ........._ ..... ,...,. ....._......... .25
13..2 Casualty Damage to Common Areas . . ,.,... _... ...,_,. .... _..... ............ . 26
13.3 Propertylnsurance.,_..,.. __.., _...,. ......., .. .. ................. .26
1.3.4 Waiver of Subrogation ....,,. ..._... .... ..,._ 26
13..5 EminentDomam.,..,..,... ......... .,... ,....... _ .27
14. GENERAL PROVISIONS» ............................................................................................... 27
14.1 Covenants Run With the Land ........,, _ ...., ... _....., .. ............ ...... 27
14.2 No Public Dedication..... ,..._ ,. ..... .... .. . 27
14,3 Dwation...... ,....,.. .....,.. ....... ......,_... 27
14.4 Injunctive Relref ............ ........ .. .. , . ........ .......... ........., ....,. 27
14.5 Modification and Termination ., ..._ ,.,_ ...._ ....... _............ 28
]4..6 MedrodofApproval ...... ............ ......... .....,.. ... .. _..._.,.............. 28
14..7 Multiple Owners . .......... .. ........ ..., .,... ._..... ....._.... . 28
14.8 Estoppel Certificates _ .... .. ........... .,.. .,........ ...........,....... 28
149 Bteach Shail Not Permit Iermination _..... .............. ... 29
1410 Notices.._.... ., _ ,..... _..... 29
14.11 Waiver .._.... _.,..., „ ....... . . ...._.. . .... .. ... _,. 30
14.12 Contest ......... ...... _..... ... .,.... _,.......,.,...,
... _.... . _ .... . _.....
30
14.13 Severability ... .. ... . ....... _. _... ....................... 30
14,14 NotaPaztttershtp .... ...... ........... ......... ... ,. .... _. ...
.... . 31
14..15 Captions and Headings..... .. . .., .. ,.._,. _... 31
14.16 Interpretation. ._. _.. .,.... ........ _ .............. 31
14,17 EntireAgraemmt.,...,....., ..,...... _ ...... ... .. .. ...,.... 31
14.18 Joint andSeverelObliga6ons.....,,.,.. ........ .. ... .. .. ...... .. _. 31
14.19 .. _ .. 31
14,20 Recada8on. ........... ........ ... .. ...._ . ..._. ........ _......... 31
14.21 Limitation on Liabitity ..... ............ .......... _.. _. _ ... 31

14,22 LienholderProtection,........ _... ....,. .,,... ..................32
14.23 Vaciances.._...,.. _....,, ......... ........... .......,. .,.... .. ..................32
14.24 Iime of'Essence _...... .. ._,. .... _ .,...... .....,,..,, 32
14.25 Counte,pa,ts ... _. _ . .. ..... ...................32
14.26 Effective Date ... _ ., _ .... .......... .,. _ . ,._ _.., .. _........ 32
r ~,naounesmes w.yoe~n~ z.P oe oe of ao~

Exhibit B
HOPPING CENTER DESCRIPTION (EXCLUDES LOT 38.4
A PARCEL OF LAND LOCATED IN TOWN OF WAYNESVILLE, WAYNESVILLE TOWNSHIP,
HAYWOOD COUNTY, NORTH CAROLINA, AND MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE DAYCO NGS MONUMENT, THENCE N37°21'19"E, 793,64 FEET TO A POINT
ON THE NORTHERLY RIGHT-OF-WAY OF HYAT7 CREEK ROAD (SR 1184) AND THE CENTERLINE
OF RICHALND CREEK TO THE POINT OF BEGINNING; CONTINUING ALONG THE CENTERLINE OF
RIGHLAND CREEK AND FOLLOWING 22 CALLS; N31°25'48'1N, 132.02 FEET; THENCE N42°23'34°W,
60.01 FEET; THENCE N23°31'11°W, 30.70 FEET; THENCE N01°44'31"E, 32.36 FEET; THENCE
N15°22'47°E, 115,46 FEET; THENCE N15°09'15'E, 55.27; THENCE NOB°00'28'E, 85.71 FEET;
THENCE N02°23'36°W, 44.72 FEET; THENCE N03°48'16"E, 40.28 FEET; THENCE N73°17'23"E, 25.29
FEET; THENCE N22°02'S8'E, 9.14 FEET; THENCE N21°23'42"E, 22.09 FEET; THENCE N32°34'35°E,
87 54 FEET; THENCE N48°49'30°E, 35,86 FEET; THENCE N25°32'S7'E, 61.73 FEET; THENCE
N27°25'42°E, 159.15 FEET; THENCE N32°33'17°E, 180.92 FEET; THENCE N21°25'05"E, 186.b5 FEET;
THENCE N28°19'S3"E, 313.01 FEET; THENCE N79°26'53"E, 365 BO FEET; THENCE N08°10'28"E,
45.57 FEET; THENCE N13°57'12'E, 75,54 FEET TO THE POINT OF INTERSECTION OF RICHLAND
CREEK AND ALLEN CREEK; THENCE CONTINUING ALONG THE CENTERLINE OF ALLEN CREEK
AND THE FOLLOWING 9 CALLS; 571°21'02"E, 74.35 FEET; THENCE S54°20'12°E, 39.50 FEET;
THENCE S57°42'21°E, 116.97 FEET; THENCE S51°28'31'E, 76.50 FEET; THENCE S46°O4'03'E, 84.71
FEET; THENCE S44°01'S5'E, 117,88 FEET; THENCE S40°38'26`E, 124.45 FEET; THENCE
S39°52'01°E, 149,60 FEET; THENCE S48°45'50°E, 75.00 FEET TO A PK NAIL IN THE CENTERLINE
OF THE MURPHY BRANCH DIVISION OF SOUTHERN RAILWAY RIGHT-0F--WAY; THENCE
CONTINUING ALONG THE CENTERLINE RAILWAY RIGHT-OF--WAY S17°25'43"W, 393.60 FEET TO A
POINT ON THE NORTH SIDE OF A PUBLIC RIGHT-0f-WAY; THENCE LEAVING THE CENTERLINE
OF SAID RAILROAD RIGHT OF WAY AND CONTINUING ALONG SAID PUBLIC RIGHT-OF-WAY AND
THE FOLLOWING 10 CALLS; N72°34'18"W, 39.13 FEET; THENCE N10°3419°E, 11.34 FEET; THENCE
N17°25'42'E, 27.24 FEET; THENCE N72°34'18"W, 50.00 FEET; THENCE S17°25'42"W, 27 24 FEET;
THENCE A 88.50 RADIUS CURVE TO THE LEFT 9.36 FEET, (HAVING AN INCLUDED ANGLE OF
7°49'51°, AND LONG CHORD BEARING S13°32'08°W, 9.38 FEET); THENCE S09°37'12°W, 108.73
FEET; THENCE S80°22'48°E, 50.00 FEET; THENCE N09°3T12'E, 38,37 FEET; THENCE S72°34'19"E,
31.04 FEET TO A POINT ON THE CENTERLINE OF MURPHY BRANCH DIVISION OF SOUTHERN
RAILWAY RIGHT-0F-WAY; THENCE LEAVING SAID PUBLIC RIGHT OF WAY AND CONTINUING
ALONG THE CENTERLINE OF RAllROAD RIGHT OF WAY S17°25'43"W, 685.35 FEET TO A POINT
ON THE WESTERLY RIGHT OF WAY OF BALSAM ROAD (U.S. 23 SUS. (NCSR 1243)); THENCE
S47°35'51°W, 100 21 FEET; ALONG THE WESTERLY RIGHT-0F-WAY OF BALSAM ROAD (U S 23
BUS (NCSR 1243)); THENCE A 457.00 FOOT RADIUS CURVE TO THE LEFT 167.69 FEET (HAVING
AN INCLUDED ANGLE OF 21°01'27° AND LONG CHORD BEARING S37°O5'07"W, 168.75 FEET);
THENCE A 663.50 FOOT RADIUS CURVE TO THE LEFT 2918 FEET (HAVING AN INCLUDED ANGLE
OF 2°31'13' AND LONG CHORD BEARING 836°24'42"W, 29.18 FEET); THENCE A 663,50 FOOT
RADIUS CURVE TO THE LEFT 39.49 FEET (HAVING AN INCLUDED ANGLE OF 3°24'37" AND LONG
CHORD BEARING 833°26'47"W, 3949 FEET); THENCE CONTINUING ON SAID ROAD RIGHT-0F-
WAY ON A 337.52 FOOT RADIUS CURVE TO THE LEFT 54 86 FEET (HAVING AN INCLUDED ANGLE
OF 9°16'44" AND LONG CHORD BEARING S20°47'36"W, 54.80 FEET); THENCE S15°21'30°W, 49.80
FEET; THENCE A 53.50 FOOT RADIUS CURVE TO THE RIGHT 80.47 FEET (HAVING AN INCLUDED
ANGLE OF 88°10'37" AND LONG CHORD BEARING S58°28'49'1N, 73.10 FEET), LEAVING SAID
ROAD RIGHT-OF-WAY AND CONTINUING ON THE NORTHERLY RIGHT-OF-WAY OF HYATT CREEK
ROAD (NCSR 1164); THENCE N78°27'48°W 157.74 FEET; THENCE A 37.00 FOOT RADIUS CURVE
TO THE RIGHT 33.37 FEET (HAVING AN INCLUDED ANGLE OF 51°40'18" AND LONG CHORD
BEARING N52°37'37"W, 32.25 FEET); THENCE A 37.00 FOOT RADIUS CURVE TO THE RIGHT 21 78
FEET (HAVING AN INCLUDED ANGLE Of 33°44'03", AND LONG CHORD BEARING S75°28'54"W,
21.47 FEET); THENCE N82°17'28"W, 27..81 FEET; THENCE N78°21'26°W, 234.88 FEET TO THE
POINT ON THE CENTERLINE OF RICHAAND CREEK AND THE POINT OF BEGINNING;
~'. Exhibit B
LOT 3 DESCRIPTION
A PARCEL OF LAND LOCATED IN TOWN OF WAYNESVILLE, WAYNESVILLE TOWNSHIP,
', HAYWOOD COUNTY, NORTH CAROLINA, AND MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE DAYCO NGS MONUMENT, THENCE N37°21'19"E, 793.54 FEET TO A POINT
ON THE NORTHERLY RIGHT-0F-WAY OF HYATT CREEK ROAD (SR 1164) AND THE CENTERLINE
OF RICHLAND CREEK; THENCE CONTINUING ALONG THE CENTERLINE OF RICHALND CREEK
AND THE FOLLOWING 18 CALLS; N31°25'46°W, 132.02 FEET; THENCE N42°23'34°W, 60.01 FEET;
THENCE N23°31'11 W, 30.70 FEET; THENCE N01°44'31 E, 32.38 FEET; THENCE N15°22'4TE,115.46
FEET; THENCE N15°09'15°E, 55.27 FEET; THENCE N08°Od28"E, 65.71 FEET; THENCE N02°23'38°W,
44.72 FEET; THENCE N03°48'16°E, 40.25 FEET; THENCE N13°1723"E, 25 29 FEET; THENCE
N22°02'S8°E, 9.14 FEET; THENCE N21°23'42'E, 22.09 FEET; THENCE N32°34'35°E, 57.54 FEET;
THENCE N48°49'30°E, 35.88 FEET; THENCE N25°32'67"E, 81.73 FEET; THENCE N27°25'42"E, 159.15
FEET; THENCE N32°33'17"E, 180.92 FEET; THENCE N21°25'05°E, 116.93 FEET; THENCE LEAVING
THE CENTERLINE OF RICHALND CREEK; 868°75'OSE, 438.42 FEET; THENCE N21°44'31'E, 4766
FEET; THENCE S68°15'05°E, 114.00 FEET; THENCE N21°44'S0'E, 126 00 FEET; THENCE
S88°15'OB°E, 191.05 FEET TO A POINT ON A PUBLIC ROAD RIGHT-OF--WAY; THENCE CONTINUING
ON SAID ROAD RIGHT-OF-WAY AND THE FOLLOWING 4 CALLS; S09°3T12"VY, 95.37 FEET;
THENCE S80°22'48°E, 50.00 FEET; THENCE N09°3T12°E, 38.37 FEET; THENCE 872°34'19"E, 31.04
FEET TO A POINT ON THE CENTERLINE OF MURPHY BRANCH DIVISION OF SOUTHERN
RAILWAY RIGHT-0F--WAY AND THE POINT OF BEGINNING; THENCE S72°34'19'E, 26.67 FEET;
THENCE A 68.40 FOOT RADIUS CURVE TO THE RIGHT 70.85 FEET (HAVING AN INCLUDED
ANGLE OF 61°08'24", AND LONG CHORD BEARING S42°33'13'E, 67.54 FEET); THENCE
', S12°02'22°E, 208.04 FEET; THENCE A 113,50 FOOT RADIUS CURVE TO THE LEFT 42..87 FEET
', (HAVING AN INCLUDED ANGLE OF 21°38'37", ANp LONG CHORD BEARING 822°51'41"E, 42.82
FEET); THENCE A 36.58 FOOT RADIUS CURVE TO THE RIGHT 52.58 FEET (HAVING AN INCLUDED
ANGLE OF 82°22'05°, AND LONG CHORD BEARING SO6°55'43"W, 4817 FEET) TO A POINT ON THE
NORTHERLY RIGH-OF-WAV OF MAIN STREET; THENCE CONTINUING ALONG SAID RIGHT-OF-
WAY S47°35'51"E, 443.47 FEET TO A POINT ON THE CENTERLINE OF MURPHY BRANCH DIVISION
OF SOUTHERN RAILWAY RIGHT-OF-WAY; THENCE LEAVING SAID ROAD RIGHT-OF-WAY
N17°25'43'E, 878,19 FEET ALONG SAID RAILWAY RIGHT-OF-WAY TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 1 99 ACRES MORE LESS.
SAID PARCEL CONTAINS 34.32 ACRES MORE LESS

Exhibit B
LOT 4 DESCRIPTION
A PARCEL OF LAND LOCATED IN TOWN OF WAYNESVILLE, WAYNESVILLE TOWNSHIP,
HAYWOOD COUNTY, NORTH CAROLINA, AND MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE DAYCO NGS MONUMENT, THENCE N37°21'19"E, 793.54 FEET TO A POINT
ON THE NORTHERLY RIGHT-0F-WAY OF HYATT CREEK ROAD (SR 1164) AND THE CENTERLINE
OF RICHLAND CREEK; THENCE CONTINUING ALONG THE CENTERLINE OF RICHLAND CREEK
AND THE FOLLOWING 18 CALLS; N31°25'46'W, 132.02 FEET; THENCE N42°23'34'W, 60.01 FEET;
THENCE N23°31'11°W, 30,70 FEET; THENCE N01°44'31 E, 32.38 FEET; THENCE N15°22'47°E, 115.48
FEET; THENCE N15°09'15"E, 55.27 FEET; THENCE N08°00'28"E, 65.71 FEET; THENCE N02°23'38°W,
44.72 FEET; THENCE N03°48'16"E, 40.28 FEET; THENCE N13°17'23"E, 25.29 FEET; THENCE
N22°02'S8'E, 9.14 FEET; THENCE N21°23'42"E, 22.09 FEET; THENCE N32°34'35"E, 87.54 FEET;
THENCE N46°49'30°E, 35.86 FEET; THENCE N25°32'57°E, 61.73 FEET; THENCE N27°25'4YE, 159.15
FEET; THENCE N32°33'1TE, 160.92 FEET; THENCE N21°25'05'E, 116.93 FEET; THENCE LEAVING
THE CENTERLINE OF RICHALND CREEK S68°15'08E, 438 42 FEET; THENCE N21°44'31'E, 47.88
FEET; THENCE S68°15'08°E,114.00 FEET; THENCE N21°44'50"E, 128 00 FEET; THENCE
S68°15'OB'E, 191.05 FEET TO A POINT ON A PUBLIC ROAD RIGHT-0F--WAY; THENCE ALONG SAID
PUBLIC RIGHT OF WAY AND FOLLOWING 4 CALLS; THENCE S08°37'1YE, 95.37 FEET; THENCE
S80°22'48'E, 50,00 FEET; THENCE N09°37'12°E, 38.37 FEET; THENCE S72°34'19'E, 31.04 FEET TO
A POINT ON THE CENTERLINE OF MURPHY BRANCH DIVISION OF SOUTHERN RAILWAY RIGHT-
OF-WAY; THENCE ALONG SAID CENTERLINE OF RAILROAD RIGHT OF WAY N17°25'43'E, 59.00
FEET LEAVING THE SOUTHERLY PUBLIC ROAD RIGHT-0F-WAY TO A POINT ON THE
NORTHERLY SIDE OF A PUBLIC ROAD RIGHT-0F-WAY AND POINT OF BEGINNING; THENCE
N17°25'43'E, 393.60 FEET ALONG SAID CENTERLINE OF RAILWAY RIGHT-OF-WAY TO A PK NAIL
AT THE INTERSECTION WITH ALLEN CREEK; THENCE LEAVING SAID RAILWAY RIGHT-0F-WAY
S56°43'27°E, 60.17 FEET; THENCE S77°64'2TE, 56.23 FEET; THENCE S10°04'38'E, 250.97 FEET;
THENCE SOS°34'46°E, 109.44 FEET; THENCE 577°25'16°W, 193..72 FEET TO A POINT ON THE
NORTHERLY PUBLIC ROAD RIGHT-0F--WAY; THEN CONTINUING ON SAID PUBLIC ROAD RIGHT-
OF-WAY ON A 106.50 FOOT RADIUS CURVE TO THE LEFT 92.66 FEET (HAVING AN INCLUDED
ANGLE OF 49°50'52", AND LONG CHORD BEARING N47°38'S2°W, 89.76 FEET'); THENCE
N72°34'18°W, 23.39 FEET TO THE CENTERLINE OF SAID RAILWAY RIGHT-0F--WAY AND THE
POINT OF BEGINNING
Exhibit B-1
LOT 2 DESCRIPTION
A PARCEL OF LAND LOCATED IN TOWN OF WAYNESVILLE, WAYNESVILLE TOWNSHIP,
HAYWOOD COUNTY, NORTH CAROLINA, AND MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE DAYCO NGS MONUMENT, THENCE N37°21'79"E, 793 54 FEET TO A POINT
ON THE NORTHERLY RIGHT-0F--WAY OF HYATT CREEK ROAD (SR 1164) AND THE CENTERLINE
OF RICHLANO CREEK AND THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE
CENTERLINE OF R(CHLAND CREEK AND THE FOLLOWING 8 CALLS; N31°25'48'W, 132..02 FEET;
THENCE N42°23'34'W, 80.01 FEET; THENCE N23°31'11'W, 30.70 FEET; THENCE N01°44'31E, 32 38
FEET; THENCE N15 °22'47E, 115,48 FEET; THENCE N15°09'1SE, 55.27 FEET; THENCE
N08°00'28'E, 65.71 FEET; THENCE N02°23'36°W, 44.72 FEET; THENCE LEAVING THE CENTERLINE
OF RICHLAND CREEK S67°12'49°E, 78.33 FEET; THENCE S01°29'10'E, 46.32 FEET; THENCE
S39°29'S6°E, 60.96 FEET; THENCE S67°12'49°E, 390.20 FEET; THENCE S24°52'50'4V, 288.55 FEET;
THENCE A 37.00 FOOT RADIUS CURVE TO THE RIGHT 43.58 FEET (HAVING AN INCLUDED
ANGLE 87°28'04°, AND LONG CHORD BEARING S58°36'53'1N, 41,09 FEET) TO A POINT ON THE
NORTHERLY RIGHT-0F-WAY OF HYATT CREEK ROAD (NCSR 1164); THENCE CONTINUING
!, ALONG THE NORTHLY RIGHT OF WAY OF HYATT CREEK ROAD 582°1T28'E, 27.81 FEET;
THENCE N78°21'26°W, 234.68 FEET TO THE POINT ON THE CENTERLINE OF RICHLAND CREEK
AND THE POINT OF BEGINNING; ,
SAID PARCEL CONTAINS 3 81 ACRES MORE LESS,
SAID PARCEL CONTAINS 1,81 ACRES MORE LESS.

Exhibit B-2
T 5 DESCRIPTION
A PARCEL OF LAND LOCATED IN TOWN OF WAYNESVILLE, WAYNESVILLE TOWNSHIP,
HAYWOOD COUNTY, NORTH CAROLINA, AND MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE DAYCO NGS MONUMENT, THENCE N37°21'19°E, 793,54 FEET TO A POINT
ON THE NORTHERLY RIGHT-0F-WAY OF HYATT CREEK ROAD (SR 1184) AND THE CENTERLINE
OF RICHLAND CREEK; THENCE CONTINUING ALONG THE CENTERLINE OF RICHLAND CREEK
AND THE FOLLOWING 18 CALLS; N31°25'46W, 132.02 FEET; THENCE N42°23'34W, 80.01 FEET;
THENCE N23°31'11 W, 30..70 FEET; THENCE N01°44'31 E, 32.36 FEET; THENCE N15°22'4TE,115.48
FEET; THENCE N1b°09'15'E, 55.27 FEET; THENCE NOB°00'28'E, 65 71 FEET; THENCE N02°23'38W,
44.72; THENCE N03°48'16'E, 40.28 FEET; THENCE N13°17'23'E, 25.29 FEET; THENCE N22°02'S6'E,
9.14 FEET; THENCE N21°23'42'E, 22.09 FEET; THENCE N32°34'35'E, 67.54 FEET; THENCE
N48°49'30'E, 35.88 FEET; THENCE N25°32'5TE, 81.73 FEET; THENCE N27°25'42'E, 15915 FEET;
THENCE N32°33'1TE, 160.92 FEET; THENCE N21°25'05'E, 116.93 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUING ALONG THE CETNERLINE OF RICHLAND CREEK AND THE
FOLLOWING 5 CALLS; N21°25'O5'E, 69..62 FEET THENCE N28°79'53'E, 313.01 FEET; THENCE
N19°28'53'E, 365.80 FEET; THENCE N08°10'26'E, 45.57 FEET; THENCE N13°57'12'E, 75.54 FEET TO
THE POINT OF INTERSECTION OF RICHLAND CREEK AND ALLEN CREEK; THENCE CONTINUING
ALONG THE CENTERLINE OF ALLEN CREEK AND THE FOLLOWING 9 CALLS; S71°21'02'E, 74.35
FEET; THENCE S54°20'12'E, 39.50 FEET; THENCE 857°42'21"E, 116.87 FEET; THENCE S51°28'31°E,
78.50 FEET; THENCE S48°04'03'E, 8471 FEET; THENCE S44°01'S5"E, 117..88 FEET; THENCE
S40°36'28'E, 124.45 FEET; THENCE S39°52'01°E, 149.80 FEET; THENCE S48°45'S0"E, 75.00 FEET
TO A PK NAIL IN THE CENTERLINE OF THE MURPHY BRANCH DIVISION OF SOUTHERN RAILWAY
RIGHT-0F-WAY; THENCE CONTINUING ALONG THE CENTERLINE RAILWAY RIGHT-0F--WAY
S17°25'43W, 393.60 FEET TO A POINT ON THE NORTH SIDE OF A PUBLIC RIGHT-0F-WAY;
THENCE LEAVING SAID CENTERLINE OF RAILROAD RIGHT OF WAY AND CONTINUING ALONG
SAID PUBLIC RIGHT-0F-WAY AND THE FOLLOWING 7 CALLS; N72°34'18W, 39.13 FEET; THENCE
N10°30'19'E, 11.34 FEET; THENCE N17°25'42'E, 27.24 FEET; THENCE N72°34'18W, 50.00 FEET;
THENCE S77°25'42W, 27.24 FEET; THENCE A 68 50 RADIUS CURVE TO THE LEFT 9.36 FEET,
(HAVING AN INCLUDED ANGLE OF 7°49'51', AND LONG CHORD BEARING S13°32'OBW, 9.36
FEET); THENCE 309°37'12W, 11.36 FEET; THENCE LEAVING SAID PUBLIC RIGHT-0F-WAY
N68°15'OBW, 191.05 FEET; THENCE S21.44'50W, 126 00 FEET; THENCE N88°15'08W, 114.00
FEET; THENCE S21°44'31 W, 47,68 FEET; THENCE N88°15'08W, 436.42 FEET TO THE POINT OF
BEGINNING;
SAID PARCEL CONTAINS 12 45 ACRES MORE LESS
Exhibit B-3
LOT 6 DESCRIPTION
A PARCEL OF LAND LOCATED IN TOWN OF WAYNESVILLE, WAYNESVILLE TOWNSHIP,
HAYWOOD COUNTY, NORTH CAROLINA, AND MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE DAYCO NGS MONUMENT, THENCE N37°21'19"E, 793.54 FEET TO A POINT
j ON THE NORTHERLY RIGHT-OF-WAY OF HYATT CREEK ROAD (SR 1184) AND THE CENTERLINE
OF RICHLAND CREEK; THENCE CONTINUING ALONG THE CENTERLINE OF RICHLAND CREEK
AND THE FOLLOWING 8 CALLS; N31°25'46W,132.02 FEET; THENCE N42°23'34W, 80 01 FEET;
THENCE N23°31'11W, 30.70 FEET; THENCE NOt°44'31 E, 32.36 FEET; THENCE N15°22'4TE, 115.46
', FEET; THENCE N15°09'15°E, 55.27 FEET; THENCE N08°00'28"E, 65.71 FEET; THENCE N02°23'38W,
44.72 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE CENTERLINE OF
RICHLAND CREEK THE FOLLOWING 13 CALLS; THENCE N03°48'18'E, 40..28 FEET; THENCE
~ N13°17'23"E, 25.29 FEET; THENCE N22°02'58'E, 9.14 FEET; THENCE N21°23'42'E, 22.09 FEET;
THENCE N32°34'35'E, 87.54 FEET; THENCE N46°49'30'E, 35.86 FEET; THENCE N25°32'57"E, 61,73
FEET; THENCE N27°25'42"E, 159..15 FEET; THENCE N32°33'17°E, 160.92 FEET; THENCE
N21°25'05"E, 118.93 FEET; THENCE LEAVING THE CENTERLINE OF RICHLAND CREEK
868°i5'08E, 438.42 FEET; THENCE N21°44'31°E, 47.66 FEET; THENCE S68°15'08°E, 114.00 FEET;
' THENCE N21°44'50°E, 128.00 FEET; THENCE 888°15'08°E, 191.05 FEET TO A POINT ON A PUBLIC
RIGHT OF WAY; THENCE CONTINUING ALONG SAID RIGHT OF WAY AND THE FOLLOWING 4
CALLS; S09°3T12W, 95.37 FEET; THENCE S80°22'48'E, 50.00 FEET; THENCE N09°3T12'E, 38.37 ~I
FEET; THENCE S72°34'19'E, 31.04 FEET TO A POINT ON THE CENTERLINE OF MURPHY BRANCH
DIVISION OF SOUTHERN RAILWAY RIGHT-OF-WAY; THENCE LEAVING SAID PUBLIC RIGHT OF
WAY AND CONTINUING ALONG THE CENTERLINE OF RAILROAD RIGHT OF WAY S17°25'43W,
885.35 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY OF BALSAM ROAD (U. S, 23 BUS.
(NCSR 1243)); THENCE S47°35'51 W, 100.21 FEET; ALONG THE WESTERLY RIGHT-0F-WAY OF '
BALSAM ROAD (U.S 23 BUS.(NCSR 1243)); THENCE A 457.00 FOOT RADIUS CURVE TO THE LEFT
167 69 FEET (HAVING AN INCLUDED ANGLE OF 21°01'2T ANO LONG CHORD BEARING
S37°05'OTW, 18675 FEET); THENCE A 683.50 FOOT RADIUS CURVE TO THE LEFT 29.18 FEET
(HAVING AN INCLUDED ANGLE OF 2°31'13° AND LONG CHORD BEARING S36°24'42W, 29.18
FEET); THENCE N6659'17W, 7,18 FEET; THENCE N29°24'41°E, 25.94 FEET; THENCE A 136.00
FOOT RADIUS CURVE TO THE LEFT 89.10 FEET (HAVING AN INCLUDED ANGLE OF 37°32'OT, j
AND LONG CHORD N85°58'52W, 87.51 FEET); THENCE N67 12'49W, 98.74 FEET; THENCE A 27,50 ~
F007 RADIUS CURVE TO THE LEFT 42.19 FEET (HAVING AN INCLUDED ANGLE OF 87°54'21' AND
LONG CHORD BEARING S68°50'01 W, 38.17 FEET); THENCE S24°52'50°E, 156.66 FEET TO A
POINT ON THE NORTHERLY RIGHT OF WAY OF HYATT CREEK ROAD ON A 37.00 FOOT RADIUS
CURVE TO THE RIGHT 33.37 FEET (HAVING AN INCLUDED ANGLE OF 51°40'18", AND LONG
CHORD S00°57°19"E, 32.25 FEET); THENCE N81°16'10W, 107.53 FEET TO THE POINT OF
BEGINNING; THENCE A 37.00 FOOT RADIUS CURVE TO THE RIGHT 21 78 FEET (HAVING AN
INCLUDED ANGLE 33°44'03", AND LONG CHORD BEARING N41°44'52"E, 21.47 FEET); THENCE N24
52'50"E, 268..55 FEET; THENCE N87°12'49W, 390.20 FEET; THENCE N39°29'56W, 60.96 FEET; ',
THENCE N01°29'10W, 48.32 FEET; THENCE N67°12'49°W, 78.33 FEET TO A POINT ON THE ',
CENTERLINE OF RICHLAND CREEK AND THE POINT OF BEGINNING..
SAID PARCEL CONTAINS 17.15 ACRES MORE LESS

Exhibit B-4
LOT 4 DESCRIPTION
A PARCEL OF LAND LOCATED IN TOWN OF WAYNESVILLE, WAYNESVILLE TOWNSHIP,
HAYWOOD COUNTY, NORTH CAROLINA, AND MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE DAYCO NGS MONUMENT, THENCE N37°21'19"E, 793.54 FEET TO A POINT
ON THE NORTHERLY RIGHT-0F--WAY OF HYATT CREEK ROAD (SR 1184) AND THE CENTERLINE
OF RICHLAND CREEK; THENCE CONTINUING ALONG THE CENTERLINE OF RICHLAND CREEK
AND THE FOLLOWING 18 CALLS; N31°25'48W, 132.02 FEET; THENCE N42°23'34°1N, 60.01 FEET;
THENCE N23°31'11°W, 30.70 FEET; THENCE N01°44'31E, 32.38 FEET; THENCE N15°22'47"E, 115.46
FEET; THENCE N15°09'15"E, 55.27 FEET; THENCE N08°00'26`E, 65.71 FEET; THENCE N02°23'38°W,
44.72 FEET; THENCE N03°48'16'E, 40.28 FEET; THENCE N13°1T23°E, 2529 FEET; THENCE
N22°02'S6'E, 9.14 FEET; THENCE N21°23'42°E, 22.09 FEET; THENCE N32°34'35°E, 87.54 FEET;
THENCE N46°49'30°E, 35.86 FEET; THENCE N25°32'57'E, 81.73 FEET; THENCE N27°25'42"E, 159.15
FEET; THENCE N32°33'1'7°E, 160.92 FEET; THENCE N21°25'05"E, 116.93 FEET; THENCE LEAVING
THE CENTERLINE OF RICHALND CREEK SB8°15'08E, 436 42 FEET; THENCE N21°44'31'E, 4786
FEET; THENCE S66°16'08°E, 114.00 FEET; THENCE N21°44'50'E, 126..00 FEET; THENCE
S68°15'08°E, 191. D5 FEET TO A POINT ON A PUBLIC ROAD RIGHT-0F-WAY; THENCE ALONG SAID
PUBLIC RIGHT OF WAY AND FOLLOWING 4 CALLS; THENCE S09°37'12'E, 95..37 FEET; THENCE
S80°22'48°E, 50.00 FEET; THENCE N09°3T12"E, 38.37 FEET; THENCE S72°34'19°E, 31.04 FEET TO
A POINT ON THE CENTERLINE OF MURPHY BRANCH DMSION OF SOUTHERN RAILWAY RIGHT-
OF WAY; THENCE ALONG SAID CENTERLINE OF RAILROAD RIGHT OF WAY N17°25'43°E, 59,00
FEET LEAVING THE SOUTHERLY PUBLIC ROAD RIGHT-0F--WAY TO A POINT ON THE
NORTHERLY SIDE OF A PUBLIC ROAD RIGHT-0F-WAY AND POINT OF BEGINNING; THENCE
N17°25'43"E, 393.60 FEET ALONG SAID CENTERLINE OF RAILWAY RIGHT-0F-WAY TO A PK NAIL
AT THE INTERSECTION WITH ALLEN CREEK; THENCE LEAVING SAID RAILWAY RIGHT-OF-WAY
556°43'2TE, 60.17 FEET; THENCE S77°54'27°E, 56.23 FEET; THENCE S10°04'38'E, 250.97 FEET;
THENCE S05°34'48'E, 109,44 FEET; THENCE S77°25'16'YV, 193.72 FEET TO A POINT ON THE
NORTHERLY PUBLIC ROAD RIGHT-OF-WAY; THEN CONTINUING ON SAID PUBLIC ROAD RIGHT-
OF-WAY ON A 108.50 FOOT RADIUS CURVE TO THE LEFT 92.66 FEET {HAVING AN INCLUDED
ANGLE OF 49°50'52", AND LONG CHORD BEARING N47°38'52°W, 89.76 FEET); THENCE
N72°34'18"W, 23.39 FEET TO THE CENTERLINE OF SAID RAILWAY RIGHT-0F-WAY AND THE
POINT OF BEGINNING,
SAID PARCEL CONTAINS 1 81 ACRES MORE LESS
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Exhibit D
-Waynesville Town Center
Waynesville, NC
Prepared by Wade Trim Group, Inc.
Number Sheet Issue Date

ev Date
C-0..1 Cover Sheet _~___ _______
C-0.2 Existing Topography 10/10/06 4/30/07
C-0.3 Demolition Plan 10/10!06 4!30/07
C-1.0 Site Plan 10/10/06 4/30/07
C-1 1 Site Details 10/10/06 4/30/07
C-12 SiteDeteils ]0/10/06 4!30/07
C-1.3 Curbed Island DetaiLa 10/10/06 4/30/07
C-1..4 Construction Specifications 10/10/06 4/30/07
C-1.5 Construction Specifications 10/10/06 4/30/07
C-2..0 Grading Plan 10/10/06 4/30/07
G2.1 GradmgPlan 10/10/06 6/01/07
G2.2 Constuction Specifications 10/10/06 4/30/07
C-2..3 Construction Specifications 10/10/06 4030/07
G2.4 Retaining Wall Profiles & Cross Sections 10/10/06 4/30/07
G2.5 Retaining Wall Profiles & Cross Sections 10/10/06 4/30/07
G2..6 Retaining Wall Profiles & Cross Sections ] 0/10/06 4/30/07
C-3.0 Utility Plan 10/10/06 4!30/07
C-3.1 Utility Plan 10/1 W06 4130/07
0,3.2 Sanitary Sewer Profiles 10/10/06 4!30/07
C-3.3 Storm Sewer Profiles 10/10/O6 4/30!07
C-3..3a StormSewerProfilea 10/10/06 4/30/07
C-3.4 WatesMainProfiles 10/10/06 4/30/07
G3.5 Utility Details 10!10/06 4/30/07
C-3.6 Utility Details 10/10/06 4/30/07
C-3.7 Utility Details 10!10/06 4/30/07
C-3.8 Sand Filter Plan and Details 10/10/06 4/30/07
C-3.9 Utility Specifications 10/10/06 4/30/07
C~..O Site Lighting Plans (WLS) 10/10/06 4!30/07
G4.1 Site Lighting Circuit Plan 10/10/06 4/30/07
0-4.2 Site Lighting Details & Notes 10/10/06 4130!07
L-1 Tree Planting Plan 09!20/06 1/29!07
L-2 Enlarged Detail Planting Plan 09/20/06 I /11/07
Ira Landscape Specifications 09/20/06 1!29/07
C-6.0 SESGSWPP Plan-Phase I 10/10/06 4/30/07
C-6.1 SESGSWPP Plan-Phase II 10/10/06 4/30/07
C-6.2 SESGSWPP Details & Notes 10/10/06 4/30/07
G6.3 SESGSWPP Details & Notes 10/10/06 4/30/07
-1-
IFID -Waynesville Iowa Cents
Waynesville, NC
200510482
6/5/07

When recorded return to:
Andrew R, Duff, Esq..
Amer Cunningham Co, L.P..A.
159 S. Main Street, Suite 1100
Alaon, OH 44308
RESIRICIION AGREEMENT
AND GRANT OF EASEMENIS
IHIS RESIRICIION AGREEMENT AND GRANT OF EASEMENIS (this "Agreement") is
made as of , 2007, by and betwoen Waynesville Commons Retail Associates, L„L,C., a
North Carolina limited liability company ("Developer"), Home Depot U.S.A, Inc., a Delaware
corporation ("Home Depot") and Wal-Matt Stores East, LP, a Delaware limited partnership ("Wal-
MarY~.
PRELIMINARY
1,1. Patties: Developer is the Owner of the Developer Parcel end the Outparrxls, as well as
the initial Bound lessor (the "Initial Ground Lessor") of the Home Depot Parcel and the Wal-Meet
Parcel. Home Depot is the Ground Lessee of the Home Depot Parcel. Wal-Matt is the Ground Lessee of
the Wel-Mart Parcel. the Parcels are located at the northwest quadrant of'Main Street and Hyatt Creek
Road, in the City of Waynesville, County of Haywood, -State of North Carolina, as mote clearly
delineated on the Site Plan..
1..2 Pwpose: the Pmties plan to develop the Shopping Center as an integrated retail salsa
complex for the mutual benefit of all Parcels in the Shopping Center and, thmefwe, do hereby £ix and
establish the Easements and Restrictions upon and subject to which all of the Shopping Crntm, or any
pert thereof, shall be improved, held, leased, sold and/or conveyed.. Such Easements and Restrictions
shall run with the land and inure and pass with such Parcels and shall apply to and bind the respective
successors in interests thereof and all and each Easement and Restriction is imposed upon such Parcels
as a mutual equitable smvftude in favor of'such Parcels and any portion thmeof.
13. Defmitions: The following defined terms shall have the meanings set forth below for
pwposes of'this Agreement.
(a) "Adjacent 17 Acres": That certain real propmty to the west of the Shopping
Center consisting of approximately sevrntern (17) acres, as identified on the Site Plan
(b) "Agreement": This Restriction Ageemeni and Grant of Easements,
(c) "Approved Plans": Site Plan, grading, drainage, utility, site lighting, landscaping
and Pylon Signage plans for the Shopping Ceatm approved by the Consenting Ownms. Such Approved
Plans for the Shopping Cantm are referenced on Exhibit "D" attached hereto and made a part hereof'
(d) "Brownfields Agreement": The agreement(s) entered into by the North Carotins
Department of Environment and Natural Resources and Developer (and/or its affiliate or predecessor in
title) on or about April 5, 2007 for the Shopping Center related to the pro-existing contamination in, and
the development of the Shopping Center..
(e) "Building": Any permanently enclosed struchrre placed, constructed or located
on a Parcel, which shall include any appurtenarR canopies and supports.
(i) "Building Area": All those areas on each Parcel designated es "Building Area"
on the Site Plan..
(g) "Center Pylon Sign(s)": The pylon signs designated on the Site Plan but not
including monument signs which may be located on the Outparcels..
(h) "City": The city of Waynesville, North Carolina..
(i) "Claims": Causes of action, claims, IiabiGties, losses, damages, costs and
expenses (inchrding reasonable ettmneys' fees and court costs).
(j) "Common Area": All those areas on each Parcel which arc not Building Area or
Smvice Areas, togethm with those portions of the Building Area on each Parcel which are not from time
to time actually coveted by a Building, Gardrn Center or being used as Outside Sales rUea, Canopies
which extend over the Common Area, togethm with any columns or posts supporting same, shall be
deemed to be a part of the Building to which they are attached and not a part of'the Common Area. the
improvement or use of any portion of the Building Area as Common Area shalt not be construed as a
permanrnt inclusion of such portion within the Common Area, and such portions may, of any time
thereafter, be improved with Buildings and appwtenances as contemplated by this Ageement,.
(k) "Consenting Owners": The Ground Lessee of'the Home Depot Parcel if a Bound
lease is in effect; othmwise the Owner of'the Home Depot Parcel; the Cnound Lessee of the Wal-Mart
Parcel if a giound lease is in effect; otherwise the Ownm of the Wal-Mart Parcel, and the Owner of the
Developer Parcel; provided, however, that in the event any such Consenting Owner sells its Parcel and
becomes the Prime Lessee thereon, such Prime Lessee shall be deemed appointed as the entity to cast the
vote or give the consent for the Parcel on behalf of the Consenting Ownm so long as it is the Prime
Lessee of said Parcel; provided fwther, howevm, is the event any such Consenting Ownm sells any
portion, but not all, of its Parcel, then the Consenting Ownm as to such Parcel shall be that Owner who
owns thc largest portion of Land Area within such Parcel, regardless of any ageemrnt to the wrmary.
Ihere shall not be more than three (3) Consenting Ownms unless all existing Consenting Owners
unanimously ogee to additional Consenting Ownms.
(l) "Default Rate": the greater of (i) ten pmcent (10%) pm annum or (ii) the prime
rate plus three percent (3%). As used herein, "prima rate" shall mean the rate of interest published fiom
time to time as the "Prime Rate" in the Wall Street.Iownal under the heading "Money Rates"; provided,
however, that (i) if moro then one such rate is published therein the prime rate shalt be the highest such
rate, and (ii) if'such rate is no longm published in the Wall Streat.Jomnal or is otherwise unavailable, the
prime rata shall be a substantially comparable index of short from loan interest rates charged by U S.
banks to corporate borrowers selected by the Consenting Owners.
(m) "Developer": Waynesville Commons Retail Associates, L.L.C., a North Cmolina
limited liability, its successors and assigns..

(n) "Developer Parcel": the Parcel legally described on Exhibit B-1 and identified
on the Site Plan as Outparcel 2 or the "Developer Parcel.."
(o) "Development Agreement -Home Depot": Ihat certain Development Agreement
between Developer and Home Depot which encumbers the Home Depot Parcel, and Essential
Appurtenances (as defined in the Development Agreement -Home Depot) a memorandum of'which may
be recorded concurrently with this A~eement.
(p) "Development Agreement - Wal-Mart": That certain Development Agreement
between Developer and Wal-Mart which encumbers the Wal-Mart Parcel, a memorandum of which may
be recorded concurrently with this Agreement.
(q) "Easements": the easements fixed and established upon the Shopping Center
pursuant to this Agreement..
(r) "Floor Area": the total number of square feet of floor space on each floor in a
Buiding, including basement, subterranean, balcorry and mezzanine space, irrespective of whether
actually occupied, and including any outdoor seating area used exclusively by an Owner or Occupant for
its Permitteas, Floor Area shall be measured from the exterior line of the exterior walls and from the
center lint of any party of common interior walls without deduction for columns, walls or other structural
or ran-struchual components; provided, however, in no event shall the following be included in such
calculations: (i) the Garden Center located on the Wal-Mart Parcel, (ii) the Gordon Center located on the
Home Depot Parcel, or (iii) Service Areas.
(s) "Garden Center": A fenced outdoor area within the Building Area located on the
Home Depot Parcel and/or the Wal-Mart Pazcei, portions of which may be under roof' or canopy and
other pomons of which maybe "open air" areas..
(t) "Governmental Regulations": Any or ail laws, statutes, ordinances, codes,
decrees, rulings, regulations, writs, injunctions, orders, rules, or conditions of approval or authorisation
of any governmental entity, agency or political subdivision whether now in force or which may hereafter
be in force.
(u) "Home Depot": Home Depot U.S.A., Tnc, a Delaware corporation, its successors
and assigns.
(v) "Home Depot Pazcel": the Pazcel legally described on Exhibit B-2 sect
identified on the Site Plan as the "Home Depot Parcel",
(w) "Improvements": Any Building, sign or Common .Area improvements located in
the Shopping Canter.
(x) "Land Area": the total gross square footage of a Parcel..
(y) "Lianholder": Any mortgagee under a mortgage,, a gantee under a deed to secure
debt, or a trustee m beneficiary under a deed of trust constituting a lien on any Parcel,.
(z) "Occupant": Any Person or Prime Lessee from time to time entitled to the use
and occupancy of any portion of a Building in the Shopping Center under an ownership right or any
lease, sublease, assignment, license, concession, or other similar agreemenk.
(ea) "Outparcel" or "Outparcals": Individually or collectively, the real ProP~y
legally described on Exhibit B-3 and identified on the Site Plan as "Outparcel 1" "Outparcel .3"
"Outparcel 4,"
(bb) "Outside Sales Area": An area generally unprotected from the elements which
may ba used for sales and/or storage purposes. An Outside Sales Area shall only be located in the area(s)
designated on the Site Plan. Any designation on the Site Plan of "seasonal sales" m "seasonal sales arse"
shall ba deemed Outside Sales Area.
(cc) "Owner": (i) The record holder of fee simple title to a Parcel, its heirs, personal
representatives, successors and assigns, or (ii) a Prime Lessee as to a Parcel that is subject to a Prime
Lease.. Home Depot, a Prime Lessce as of the effective date of'this Agreement, shall be the Ownm of'the
Home Depot Parcel and Wal-Mart, as Prime Lessee as of'the effective date of'this Agreement, shall be
the Owner of the Wal-Mart Pazcel Each Parcel may have only one Owner, provided that the Owner of a
Parcel (other than initially the Developer for purposes of the Home Depot Parcel and tho Wal-Mart
Parcel) subject to a Prime Lease shall be jointly and severally liable with the Prime Lessee for any
Claims or any default hereunder with regard to the ownership or operation of'such Parcel,.
(dd) "Parcel" or "Parcels": Individually or collectively, the Home Depot Parcel, the
Wal-Mart Parcel, the C~utparcels, and the Devebpm Parcel, as each is shown on the Site Plan acct more
particularly described in Exhibit "B"
(ee) "Party" or "Parties": the parties set forth in Section 1.1 above, their successors
and assigns..
(ff) "Permanent Drives": Ihose certain aceessways shown on the Site PIsn as
"Permanent Drive(s)" including, without limitation, the curb cuts on such accessways, for which
alterations or modifications must be approved pursuant to Section 3.7 herein.
(gg) "Pumittee": All Occupants and the officers, directors, employees, agents,
contractors, customers, vendors, suppliers, visitors, invitees, licensees, assignees, subtenants, and
concessionaires of Occupants insofar as their activities relate to the intended use of'the Shopping Center..
(hh) "Person": Individuals, partnerships, firms, associations, corporations, limited
liability companies, trusts, governmental agencies, administrative tribunals m' any other form of business
or legal entity..
(ii) "Prime lessee": An Occupant of an enthe Pazcel who is not the Iitle holder of
such Parcel pursuant to an agreement by which such Prime Lessee is subject to all obligations and
responsibilitiasselating to the ownership and operation such Parcel and any business thereon.
(ij) "Restaurant": Any operation or business which roquires a governmental permit,
license and/or authorisation to propane and/rn serve Food for either on- w off-site consumption, exclusive
of any food service located within the Building upon the Wal-Mart Parcel or the Home Depot Parcel
which is incidental to the primary use conducted within said Building.
(kk) "Restrictions": the covenams, restrictions, liens and encumbrances fixed and
established upon the Shopping Center pursuant to this Agreement..

(II) "Service Areas": The sidewalks attached to and/or adjoining a building, trash
compactors and enclosures, exterior lighting attached to a Building, driveup or drivo-thru customer
service facilities directly adjacent or in close proximity to a Building, side yards and rear yards used for
outdoor storage (provided such outdoor storage does not interfere with the flow of vehicular traffic),
loading docks, electrical facilities and transformers, track ramps and other similaz• exclusive service
facilities and outward extensions, and customer pickup areas directly adjacent or in close proximity to a
Building on the Wal-Mart Parcel or Home Depot Parcel, all whether or not described, labeled or depicted
as such on the Site Plan.. The Service Areas are the exclusive property of the Owner of the Parcel and not
part of'Common Area.
(mm) "Shopping Center": Collectively, all of the Pazrxls.
(nn) "Site Plan": the site plan of the Shopping Center shown on Exhibit "A" attached
hereto.
(oo) "Utility Lines": Ihose facilities and systems for the transmission or other
provision of utility services, including, but not limited to, constructed wetland supplementation, water
drainage, detention or rotention systems or structures, water rosins, sewers, lift stations, water sprinkler
system lines, electrical conduits m systems, gas trains, other public or private utilities providing service
to al! Owners of the Shopping Center in common.
(pp) "Wet-Mart": Wal-Mart Stores East, LP., a Delaware limited partnership, its
successors and essigts,
(qq) "Wal-Mart Parcel": the Parcel legally described on Exhibit B•3 and identified
on the Site Plan as the "Wal-Mart Parcel."
BUII,DING AND COMMON AREA DEVELOPMENT
2.1, Building Location All Buildings shall be placed m constructed upon the Parcels only in
the Building Areas. Buildings may be located (or relceated) anywhere within the Building Area provided
the total Floor Area of all Buildings constmcted within a Building Area does not exceed the lesser of (i)
the squaro footage assigned to such Building Area as shown on the Site Plan (or as otherwise designated
herein), or (ii) the maximum square footage of F loor Area permitted on such Parcel by the application of
the minimum parking requirements sd forth in Section 4,1 below.. All unimproved portions of a Parcel
shall be covered by decomposed ganite, gavel, sod, hydroseed or as otherwise permitted by
Goverrtmental Regulations and kept weed free and clean at the subject Owner's sole cost and expense
until such time as Buildings are censtructed thereon.
2..2.. Common Area: Except as permitted by the second pazagaph of this Section 2 2, the
Common Area is hereby resernd for the sole and exclusive use of all Owners and Occupants of the
Shopping Center and their Permittces.. Tha Common Area may be used for vehicular driving, parking
(except as limited by Section 4.1 hereof) and pedestrian traffic and such other pwposes as are usual end
customary in Shopping Centers in the City's metropolitan area, unless otherwise specifically prohibited
in this Agreemem. the Common Area shall be maintained u provided frn in Article 6. the Owners
acknowledge and agree that incidental temporary encroachmems upon the Common Area may occur as a
resuh of the use of ladders, scaffolds, store front barricades and similar facilities in connection with the
construction, mainteranco, repair, replacement, alteration or expansion of Buildings, signs and/or the
Common Area, al] of which are permitted under this Ageement so long as all activities requiting the use
of such equipment are expeditiously pwsued to completion and are performed in such a manner as to
minimize any interfer•~ce with use of the improved Common Area or with the normal operation of any
business in the Shopping Center.
The Developer may gent permanent rights of'vehicular and pedestrian ingess end egress and
utility connections (but not pinking rights) to the Common Areas for the benefit of the Adjacent 17
Acres; provided the owners or occupants of the Adjacent 17 Acres contribute an equitable amount to the
cost of the maintenance of the Common Area in the Shopping Center and further provided that the
Adjacent 17 Acres are subject to restrictions on use as set forth in Section 5 hereof:. Notwithstanding
anything to the contrary herein, Wal-Mart shall have the right to approve the location, and tinting of
construction, of any utilities installed on the Wal-Mart Parcel to service the Adjacent 17 Acres..
2.3. Type and Design of Building:
(s) All Improvements in Ute Shopping Center shall be constructed in conformity
herewith and with the Approved Plans, unless the constructing Owner has obtained the prior written
consent of the Consenting Owners; provided, however, minor changes required for the expansion or
modification of'the Building(s) or other Improvement(s) on it shall not require the fmther consent of the
Consenting Owners if' such expansion or modification is within the Building Area shown on the Site
Plan; and if no other Parcel is negatively affected with respect to drainage or utility access and provided
further that a modification to a Utility Line that does not impact any other Parcel shall not require
addhional approval.. Ihero shall be no interference with the established dreinage patmrn and system over
any portion of'the Parcels unless adequate provision is made for proper drainage and such interference is
approved by all affected Owners..
(b) Subject to Section 2.3(e) below, every Building shall be either equipped widr
automatic sprinkler systems which mad all the standards of'the Inswance Services Office, Inc. (or other
similar local organization having jwisdiction) or shall be constructed in such a manner as not to
adversely affect the fire rating u determined 6y local governing agencies of any Building built upon any
other Paroel.
(c) No Building shall be buih in such a manner as to adversely affect the structural
integity of any other Building in the Shopping Center. No Owner shall have the right to make arty
attachment whatsoever to another Owner's Building (such other Owner being referred to in this
subpazagaph only as "Other Owner") without such Other Owner's prior written approval, which may be
withheld in such Other Owner's sole and absolute discretion. If'the Other Owner approves the requested
attachment, the Owner making the attachment shall, prior to malting such attachment, obtain the Other
Owner's prior mitten approval (which may be withheld in its sole and absolute discretion) of the
drawings and specifications detailing the attachment. Any such attachment shall be ai the sole cost and
expense of the Owner making the attachment and shall be in strict conformance with tho approved
drawings and specifications detailing the same. Iheteafter, the Owner making the attachment shall
maintain and repah such attachment and shall repair any affected portion of the Other Owner's Building
due to the attachment to the Other Owner's Building.
(d) No building constructed on the Wal-Mart Tract, the Developer Iract, or the
Home Depot Iract shall exceed 45' in height measured fiom the finished floor. No Building on
Outpazcel 1 (including any landscaping Located thereon) shell exceed one (I) story and twenty-eight (2S)
feet in height measured fiom the finished floor elevation of the Building upon the Outpazcel, exclusive of
all architectural embellishments, mechanical fixtwes, signage and television equipment, and screening
for same, No building on Outparcel 3 and Outparcel 4 (including any landscaping located thereon) shall
cxceed one (1) story and twenty five (25) feet in height measwed fiom the finished floor elevation of the

Building upon Bach Outpazcels, exclusive of all azchitecnual embellishments, mechanical ftttures,
signage, and television equipment and screening for same, provided such embellishments, fixtures,
signage, equipment or screening shall not exceed twenty eight (28) feet measured from finished floor
elevation and the embellishments, fixtures, signage, equipment or screening in excess of twenty five (25)
feat in height shall not extend greater than fifty percent (50%) of the length/width of the longest building
face. No mezzanine or basement shall be used for the sale or display of merchandise or for the offer or
provision of retail services to the public.
(e) The Building to be constructed on the Home Depot Parcel may be built as
Category V-NR (non-rated), as that category is defined pursuant to the Uniform Building Code 2000
Edition (iJBC). Any Building on any other Pazce! within the Shopping Center shall be constructed in
such a manner to allow that the Building on the Home Depot Parcel may be constructed or otherwise
remains as at least as broad as Iype V-NR pursuant to the UBC 1997 edition,
(f) Ihere shall not be constructed in the Shopping Center any pazkiag structure,
whether over or under ground level.
(gJ No building shall be constructed on the Shopping Center (as either immediate
development or future expansion) except within the Building Areas. Any buildings located on Outpazcet
3 shall not exceed 7,500 square feet in size and on Outpazcel 4 shall not exceed 10,000 squats feet in size
and any building located on Outpareei 1 shall not exceed 70,000 square feet in size, Any rooftop
equipment constructed on the Buildings located on the Outpazcels shall be screene3 so as not to ba
visible fiom the mean fmished elevation of the paking area.
2.4 Construction Requirements:
(a) All work pcrformed fn the construction, repair, replacement, alteration or
expansion of any Improvements shall be performed as expeditiously as possible and in such a manner as
not to unreasonably interfere, obstruct or delay (i) access to of from the Shopping Center, or any part
thereof, to or from any public right-of--way, (ii) customer vehicular parking in that portion oE' tbe
improved Common Area located in front of'sny Building constructed in the Shopping Center, of (iii) the
receiving of merchandise by any business in the Shopping Center, including, without limitation, access to
its Building. In addition, all work performed on Improvements on the Outpazcels shall not unreasonably
interfere, obstruct or delay (i) construction work being performed an any other Parcels, or (ii) the use,
enjoyment or occupancy of any other Parcels. Unless otherwise specifically stated herein, the Parana
contracting for the performance of such work ("Contracting Parry'? shall, at its sole cost and expense,
promptly repair and restore or cause to be promptly repaired and restored to its pt'iot condition all
Buildings, signs and Common Area improvements damaged or destroyed in the performance of such
work.
(b) the Contracting Patty (as defined in Section 2,4(a) above) shall not permit any
mechanics', materialmen's or other professional services liens (as contrasted with consensual monetary
liens such as construction and/or permanent financing) to stand against any other Parcel for any work
done or materials furnished in connection with the performance of the work described in subparagraph
(a) above; provided, however, that the Contracting Party may contact the validity of any such lien, but
upon a final determination of the validity thereof, the Contracting Party shall cause the lien to be satisfied
and released of'record, The Contracting Pazty shall, within thirty (30) days attar receipt of written notice
fiom the Owner or Prime hessee of any Parcel encumbered by any such lien or claim of lien,
(notwithstanding that a final determination of'validity has not been made) (i) cause any such outstanding
lien or claim of lion to be released of record or transferred to bond in accordance with applicable law, or
(ii) subject to approval of the Owner of'the Pacel against which the lien or claim of lien is imposed give
such assurance as would enable a title insurance company to insure over such lien or claim of lien, failing
which the Owner or Prime Lessee of'said Parcel shall have the right, at the Contracting Paztys expanse,
to transfer said lien to bond. the Contracting Patty shall indemnify, defend, protect and hold harmless
the Owners and Occupants for, from and against arty and all liability, claims, damages, expenses
(lnchlding reaSOnable att0[AeyS' fees and costs and reasonable attorneys' foes and costs on any appeal),
liens, claims of lien, judgments, proceedings and causes of'action, arising out of'or in any way connected
with the performance of such work, including an Owner's or Occupant's own negligence, unless such
cause of action is solely the result of the negligent or willful misconduct of the indemnified Owner m
Occupant
(c) Staging for'the initial construction of Buildings not covered by the Development
Agreement, or the replacement, alteration or expansion of any Improvements located in the Shopping
Canter including, without limitation, the location of any temporary buildings or construction sheds, the
storage of building materials, and the parking of construction vehicles and equipment shall (i) be located
solely on the constructing Owner's Parcel, or (ii) be limited to specific areas ("Staging Area") of'the
Shopping Cemer designated on the Site Plan or othmwisa approved in wr iting by the Consenting Owners..
Each Staging Area on any Parcel shall be located in such a way that it will not interfere with the use of
the Common Area on any other Parcel.. the Staging Areas, on the Wa]-Matt Parcel, shall beat least fifty
(50) feet from arty point on rho Home Depot Parcel. the Staging Area on the Home Depot Parcel shall
be at least filly (50) feet fiom any point on the Wal-Matt Pacel the Staging Atea for each Outparcel
shall be located on that Outpazcel unless the Owner of'the Outparcel obtains the consent of the Owner on
whose Parcel it proposes to locate said Staging Area. At the request of any Consenting Owner, any
Staging Area for an Outpazcel shall be enclosed by a safety fence. Upon completion of'such work, the
constructing Party shall, at its expense, restore any damaged Common Arra to a condition equal to or
better than that existing prior to commencement of'such work..
2.5. Iemporazy License: Each Owner hereby grants to the other Owners a temporary license
for access and passage over end across the Common Area located on the granting Owner's Parcel, to the
extant reasonably necessary for such Owner to construct and/or' maintain Improvements upon its Parcel;
provided, however, that such license shelf be in effect only during periods when actual construction
and/or maintenance is being performed, and provided further that the use of such license shall not
umeasonably interfere with the use and operation of (i) any business conducted by an Owner rn
Occupant, or (ii) the Common Area on the granting Owner's Pazoel. A for to axareising the rights granted
herein, an Owner shall provide each granting Owner with a written statement describing the need for
such license, and shall furnish a certificate of insurance showing that its contractor has obtained the
minimum insurance covarage requhed by this Agreement. The Owner shall promptly pay all costs and
expenses associated with such work, shall complete such wrnk as quickly as possible, and shall promptly
clean and restore the affected portion of the Common Area on the granting Owner's Parcel to a condition
which is equal to or better than the condition which existed prior to the commencement of such work.
2b Indemnity: In addition to the indemnification provided is Section 12..3 below, each
Owner shall indemnify, defend, protect and hold every other Owner and their respective officers,
directors, shareholders, employees and agents harmless for, fiom and against any and all Claims arising
out of rn related to injury to or death of aay person or damage to or destruction of any property occurting
on any Parcel and arising out of or resulting from any construction activities performed by or at the
request of an Owner or its Occupants, including an Owner's or Occupant's own negligence, unless such
damage or deshuction is caused solely by the negligent or willful act rn omission of the indemnified
Owner.

2.7 Approval Procedures:
(a) Before any action requiring the Consenting Owners' approval is commenced,
sufficient information shall be sent to the Consenting Owners to enable the Consenting Owners to make a
decision as to the proposal, Each Consenting Owner shalt have the right to approve or disapprove the
proposal in accordance with the manner and time procedures set forth in Section 14.6 below, and if'such
Consenting Owner disapproves the proposal, it shall provide a written explanation in reasonable detail of
its reasons for disapproval,.
(b) No Consenting Owner shall be liable in damages or otherwise for arty reason,
including any mistake in judgmrnt, negligence or nonfeasance, arising out of or in connection with the
approval or disapproval or failure to approve or disapprove arty proposal submitted pursuant to this
Agreement. Each Owner agrees that, by acquiring title to its Parcel and submitting its proposed
construction plans, it will not bring any action or suit against any Consenting Owner to recover any such
damages. In addition, each Owner shall indemnify, defend, protect and hold the Consenting Owners and
their respective officers, directors, shareholders, employees and agents harmless for, from and against
any and all Claims arising out of or related to the approval or disapproval of its proposed construction
plans submitted to a Consenting Owner by or on behalf of such Owmx or its Occupants, No approval
shall be considered an approval ofthe proposed construction plans from an engineering perspective or a
determination that they meet building, environmental or engineering design standards, or that any such
Lnprovements have been built in accordance with such plans.
EASEMENTS
3.1. Ingress Egress and Parking: Each Owner, as grantor, hereby grants to each other Owrrcr,
as grantee, for the benefit of each Parcel belonging to the other Owners, and for' the use of'said Owner
and its Parmittees; a perpetual nonexclusive easement for ingress and egress by vehicular and pedestrian
traffic together with the tight to park (subject to the terms of Section 4.1) upon, over and across that
portion ofthe Common Aroa located on the grantor"s Parcel(s), except fm those areas devoted to Service
Areas. the easement herein created shall include but not be limited to access to and from Hyatt Creek
Road and Main Street across each Parcel as shown on the Site Plan.. Tn the event that Developer grants
rights to the Common Atea to the owners and occupants of the Adjacent I'7 Acres the easement for
ingress and egress (but not parking) heroin created as well as those easement tights created by 3.3 hereof;
shall run for the benefit of the Adjacent 17 Acres. Notwithstanding anything to the contrary herein
contained, iv no event shall the owner, occupant, licensee, m invitee of any Outparcel be permitted to use
the Wal-Mart Parcel, the Home Depot Parcel or the Developer Parcel for vehicular parking, nor shall the
owner, occupant, licensee or invitee of the Wal-Mazt Pazcel, the Home Depot Parcel or the Developer
Pazcel utilize the Outpazcels for vehicular pazking.
3.2. Reserved
3 3. Utility Lines and Facilities:
(a) Each Owner, as grantor, hereby gents to each other Owner, as grantee, for the
benefit of each Parcel belonging to the other Owners, a perpetual nonexclusive easement under, tluough
and across the Common Area of the grantor's Pazcel(s) for the installation, operation, flow, passage, use,
maintenance, connection, repair, relocation, removal and replacement of Utility Lines, subject to the
written approval of the granting Owner as to the location of such Utility Lines, and otherwise consistent
with the Approved Plans. All such Utility Lines shall be installed and maintained below the ground level
or surface of such easements, except that fue hydrants, ground mounted electrical transformers and such
other facilities as are required to be above ground by the utility providing such service (including
'temporary service required during the construction, maintenance, repair, replacement, alteration or
expansion of any Buildings or improvements located in the Shopping Center) or which have been
approved by the Consenting Owners shall be permitted. the easement area shall ba no wider than
necessity to reasonably satisfy the requirements of a prfvate or public utility, or five feet (5') on each side
of the centmline if'the easement is granted to a private patty. the installation, operation, maintenance,
repair and replacement of such easement facilities shall not unreasonably interfere with the use of the
Common Area or with the normal operation of any business in the Shopping Center the grantee shall
bear all costs related to the installation, operation, maintenance, repa6 and replacement of such easement
facilities, shall repair to the original specifications any damage to the Common Aron resulting 8nrn such
use, and shall provide as-built plans for all such facilities to the Owners of all Parcels upon which such
Utility Lines ate located within thirty (30) days after the date of completion of construction of the
easement facilities. Notwithstanding anydring to the contrazy heroin, each Owner shall use itc best
efforts to cause the installation of'such utility and service lines prior to the paving of the Common Areas.
Notwithstanding anything to the contrary contained in this Section 3.3(a), no utilities shall be relocated
on Wal-Mart Parcel, the Home Depot Parcel or the Developer Parcel without the consent ofthe Owner of
said Parcel which consent shall not be unreasonably withheld, conditioned or delayed,
(b) Notwithstanding the grant of easement for sewer lines included within Section
3.3(a) above, any connections to sewer lines, if such corrections aro not shown on the Approved Plans,
may only be made in the event that (i) the Owner of a Parcel benefiting from the sewer line easement (a
"Grantee Paznel") makes at its sole expense any and all improvements to rho sower lines and systems
(including, withom limitation, arty lift stations) as are necessary or required in order to increase the
capacity of the sewer lines and systems to adequately serve the Grantee Parcel pursuant to plans and
specifications that comply with the requirements of all Governmental Regulations and that are lust
approved by the Consenting Owners and the Owner of the Pazcel burdened by the sewer line easement (a
"Grantor Pazcel"), (ii) the Owner ofthe Grantee Parcel procures all permits, licenses and approvals and
pays any and all tap-on or similar fees required to make any such improvements and to so utilize end
connect with such sewer lines and systems, and (iii) the Owner ofthe Grantee Parcel pays for increased
costs of'maintenance and repau due to such development work. Notwithstanding the preceding sentence,
so long as a Consenting Owner complies with the requirements of all Governmental Regulations, such
Consenting Owner will not be requved to obtain the approval of the Owner of the Grantor Parcel as snt
forth in subsection (b)(i) above.
', (c) At any time and from time to time an Owner shall have the right to install, repair,
maintain and/or relocate on its Parcel any Utility Line instilled (or to be installed) pursuant to the
foregoing grant of easement which is then located (m to be located) on the Petrel of such Owner,
provided that (i) in the case of an installation a relocation, such installation or relocation shall be
i performed only after chitty (30) days' notice in writing of the Owner's intention to undertake the
relocation shall have been given to the Owner of each Parcel served by the Utility Line, (ii) in the case of
a repair and/or maintenance, such repair and/or maintenance shall be performed only after ten (10) days
notice in writing of the Owner's intention to undertake repair and/or maintenance shall have been given
to the Owner of each Parcel served by the Utility Line, except in the case of an emergency (defined as
any situation where them is an imminent threat of harm to persons or property), when such notice shall
be given a reasonable period in advance of such emergency repair as is practicable, (iii) any such repay,
maintenance and/or relocation shall not umeasonably interfere with of diminish utility smvice to the
Pazcels served by the Utility Line, (iv) any such repay, maintenance and/or relocation shall not reduce or
unreasonably impair the usefulness, capacity or function of the Ufility Line, (v) any such repair,
maintenance and/or relocation shall be petfbrmed without cost or expense to the Owner or Occupant of
]0

any other Parcel, (vi) arty such repair, maintenance and/or relocation shall provide for the original and
relocated area (if applicable) to be restored using materials and design standards which equal or exceed
those originally used, (vii) any such repair, maintenance and/or relocation shall not interfere with the
business operation of any of the Owners or Occupants of the Shopping Center, (viii) if an electrical
line%ompmer linekelephone line is being relocated, the gantm and gamee shall coordinate such
interruption to eliminate any detimental efforts (provided, however, that if'the relocation of such line
affects the Home Depot Parcel, the Wal-Mari Parcel, m the Developer Parcel, the Owner of'such Parcel
may in its sole discretion disapprove of such relocation). the Owns performing such relocation shall
provide as-built plans for all such relocated Utility Lines to the Owners of all Parcels saved by such
Utility Lines within thirty (30) days after the date of completion of such relocation..
(d) the terms and provisions of Section 3.1 and 3.3 shall swvive the exphation or
eerlia lamination of'this Ageamant.
3.4. Signs: Each Owner, as gantor, hereby gents to each other Owner, as gantee, for the
benefit of each Paroel belonging to the other Owners, a nonexclusive easement under, tluough and
across the Common Atea of the grantor's Parcel(s) for the installation, operation, maintenance, ropair and
replacement of the flee-standing signs referred to in Section 4.3 of'this Agreement and all Utility Lines
appwtenam thereto. No signage (temporary or otherwise, including, but not limited to, an electronic
marquee) with respect to Persons who are not Owners m~ Occupants shall be permitted on any Caner
Pylon Signs or within the Shopping Center', except, if' Develops elects to gent signage rights to the
Adjacent 17 Acres within the Common Area of'the Developer Paznel, provided that such gent shall not
interfere with the sigoage or display rights of Home Depot, Wal-Mart, or Developer in the Shopping
Center m the visibility of the Center Pylon Sigos.
3.5. Dedication to Public Entities: Without the prior written consent of the Consenting
Owners, which consent may be gaoled or withheld in the sole and absolute discretion of each
Consenting Owner', no Owner shall gent any easement for the benefit of any property not within the
Shopping Center except the Adjacent 17 Acres as herein permitted; provided, however, that the foregoing
shall not prohibit the gaoling or dedicating of easements by an Owner on its Parcel to governmental or
quasi-governmental authorities or to public utilities to service the gaoling Owner's Parcel.
3.6. No Merger: Notwithstanding an Owner's ownership of more than one Parcel, the
easements gamed hereunder shall bwden and benefit each Parcel individually, without merger as a result
of such common owoaship, and upon conveyance of a Parcel so that such Paroel ceases to be under
common ownership, neither the Owner conveying said Parcel nor the Owner acquiring said Parcel shall
need to execute additional documentation to evidence the existence of said easements, and said
easements shall relate back to and shall be deemed to have beat created as of the date this Agreement is
recorded in the office of rho recorder of the county in which the Shopping Cents is located.
3.7 Permanem 1)riva: Unless otherwise approved in writing by the Consenting Owners,
which approval may be withheld in each Consenting Owner's sole and absolute discretion, Permanent
Drives shall not be materially altered or modified in a manner which would ba materially detrimental to
any Parcel.
3,8. Storm Drainage and Detentlon Easements:
3..8.1.. Each Owner hereby gents and conveys to each other Owner owning an adjacent Parcel
the perpetrtal right and easement to discharge swface storm water' drainage and/or mnoff' fiom the
g•antee's Pazcel over, upon and across the Common Arca of the gantor's Paroel, upon the following
conditions and terms: (i) the grades and the swface water drainagelretention system fm the Shopping
Center shall remain in strict conformance with the Approved Plans, and (ii) no Owner shall alter m
permit to be altered the surface of the Common Area m' the drainage/retention system constructed on its
Parcel if such alteration is not in conformance with the Approved Plans or would mater tatty increase the
flow of'swface water onto m adjacent Parcel either in the aggrogate or by directing the flow of surface
water to a limited area. All surface water collection, retention end distribution facilities shall be deemed a
Utility Line, All drains, gutters, downspouts, berms, swells, and other drainage facilities and systems
{collectively, "Systems' shall be maintained by each Owner, with respect to the portion of each such
System located upon an Owner's Parcel, in a neat, orderly, safe and sanitary condition, and in such a
manner as to facilitate the orderly discharge of'water~ by means thereof.
3.8.2.. The Owns of each Parcel hereby gents and conveys to the Owner of'the other Parcels,
as an appwtenance to the other Parcel(s), a perpewal, non-exclusive right and easement to drain storm
water run-off' fiom the other Parcel(s) onto and across the bwdened Parcel, including the right to use and
impound storm water within the storm water detemion or retention facility, if' any, to be located on the
Pazcel of soother Owner ("Retention Pond") provided such is in accordance with the Approved Plans and
to construct, subject to Sation 3.3(a), the Utility Lines to drain to the Retention Pond. Subject to
compliance with Section 10.2 hereof; the Owners of each Parcel gams to the Owner of the other Parcels
a perpetual, non-exclusive tight and easemont in, to, over, under and across the burdened Pacel to
maintain, repah, and replace storm drainage lines and systems fiom the benefited Parcel onto and across
that portion of the bwdened Parcel as is necessary to use the Retention Pond provided such is in
accordance with the Approved Plans,
.3..8.3. Any alteration irr the natural water flow which may Drew as a nahuel cronsequence of
normal construction activities and the existence of permitted improvemems upon a Parcel inclading those
shown on the Site Plan (including without limitation building and building expansions, curbs, drives and
pavirrg) shall be permitted.
3..9 Encroachment: In fire avant that building wall footings encroach fiom one Parcel onro another
Parcel, despito reasonable efforts to avoid such encroachment the Owner of the Parcel upon which the
enaoachmern is located shall cooperate in gaming an encroachment license or easement to the Owner of
the Parcel whose building eneroaches.
OPERAIION OF COMMON AREA
4.1. Parking:
(a) There shall be no charge fm pazking in the Common Aron without tae prior
written consent of the Consenting Owners or unless otherwise required by -aw. Notwithstanding
anything to the contrary herein, each party shall use reasonable efforts to ensure that customers and
invitees shall not be permitted to park on the Common Areas except while shopping or transacting
business in the Shopping Center. The parking area on each Paroel shall contain sufficient Bound level
parking spaces (exclusive of parking spaces used for cart roosts and/or recycle centers) in order to
comply with the following minimum requirements, without reliance on perking spaces located on any
other Parcel:
(i) At least the minimum pazking ratio as [squired by the governing
regulation or ordinance, without the need fbr a pazking variance on the Home Depot Parcel unless a
Restawant is located thereon;

(ii) At least the minimum parking ratio as required by the governing
regulation or ordinance, without the need for a parking variance on the Wal-Mart Paroel unless a
Restaurant is located thereon;
(iii) At least the minimum parking ratio as required by the governing
regulation or ordinance, without the need for a parking variance on the Developer Parcel unless a
Restawant is located thereon;
(iv) At least the minimum parking ratio as requbed by the govmning
regulation or ordinance on Outpazcel 1 (without the need fm a parking variance with respect to Outparcel
1), 3 and 4, individually, unless a Restaurant is located therein;
(v) L a business use contains a drivaup or drive-thru unit (such as a remote
banking teller or food wdering/dispensing facility, (but specifically excfiding the customer loading areas
located on the Home Depot Parcel and the Wal-Mart Parcel and excluding the Pharmacy Ihive Up on the
Wal-Mart Parcel) and exclusive of any business on Outparcel .3 or 4 then there shall also be created space
for stacking not lass than three (3) automobiles (exclusive of any drive-aisle) for each drive-up unit;
(vi) Ten (10) parking spaces for each one thousand (1,000) square feet of
Floor Area far each Restaurant which has one thousand (1,000) square feet of Floor Area or more (the
same ratio shall be provided for a McDonald's restaurant notwithstanding the size of the building
footprint).
(b) If an Ownm or Occupant operates a Restaurant incidentally to its primary
business purpose, then so long as such incidental opmaton continues, the portion of the Floor Area
occupied by such Restaurant shall be exchrded from the application of'subsections (v) and (vi) above.. For
purposes of this clause only, a Restawant shall be an "incidental opmation" if it occupies less than seven
pmcent (7%) of'the Occupant's Floor Area and does not have a separate customm entry/exit door to the
outside of the Building. Tn the event an Occupant utilizes Floor Area for both Restamam and retail
purposes, and such Restawant purpose is not an "incidental operation", only the portion of Floor Area
allocated for Restaurant purposes shall be subject to the application of'subsections (v) and (vi) above,
(c) If the minimum numbm of parking spaces required by Govmnmental Regulations
is greatm than the minimum requirements set forth above, then the minimum number of parking spaces as
required by Governmental Regulations shall control.
(d) In the event of a condemnation of part of a Paroel or sale or transfer in lieu
thmeof'thaz reduces the numbm of usable parking spaces below that which is required in this Section 4.1,
the Owner whose Parcel is so affected shall use its best efforts (including, without limitation, using
proceeds from the condemnation award or settlement) to restore and/or substitute parking spaces in ordm
to comply with the parking requirements set forth in this Section 4.1. Tf such compliance is not possible,
the Owner whose Parcel is so affected shall not be deemed in default hereundm, but such Ownm shall
not be permitted to expand the amount of Floor Area located upon its Paroel If' such Floor Area is
thereafter reduced othm than by casualty, the Floor Area on such Parcel may not subsequently be
increased unless the parking requirement is satisfied.
42, Employee Peking: Arrything in this Agreement to the contrary notwithstanding, areas to
be used for motor vehicle parking by employces of Occupants of the Shopping Center shall be in the
areas designated on the Site Plan as "Employee Parking Area." In the event employee parking areas ere
designated as provided herein, employees of any Owner or Occupant of any part of the Shopping Center
shall use only those portions of the Common Area designated for such motor vehicle parking purposes. In
no event shall any employees of any business other than the businesses conducted on a particular Parcel
park on that particular Parcel.
4.3, Signs:
(a) No free-standing, permanent sign snuctures other than the Center Pylon Signs,
signs described in Section 4.3(b} below, or small directional signs may be mected or maintained in the
Shopping Center by arty Party. The Owner of'the Home Depot Parcel shall have the top designation on
the Centm Pylon Sign located along Main Street (aka U.S.. 23 Business) (the "Main Street Centel Pylon
Sign") The Ownm of'the Wa]-Mart Paroel shall have the second highest designation on the Main Street
Center Pylon Sign, the Ownm of the Wal-Matt Parcel shall have the top designation on the Centm
Pylon Sign located along Hyatt Creek Road (the "Hyatt Canter Pylon Sign" which together with the Mein
Sheet Centm Pylon Sign aro refmred to as the "Center Pylon Signs"). the Owner of the Home Depot
Parcel shall have the second highest designation on the Hyatt Center Pylon Sign. the Developm shall
have the right to designate the third position, as well as any additional signage on the Cwter Pylon Sign
Developm shall initially construct the Centm Pylon Signs and the thvner of'the Wa]-Matt Parcel and the
Owner of'the Home Depot Parcel shall each reimburse Developm for a proportionate share of'the cost
thereof based upon the proportion of each Ownm's square footage as shown on Exhibit C as such may be
modified by the parties in the Development Agreemem -Home Depot and(or the Development
Agreement - Wal-Mart. the cost of maintaining, insuring, repairing and replacing the Main Street Center
Pylon Sign(s) structure (including electrical hookup to a common meter) shall be paid by the Ownm of
the Home Depot Parcel. the cost of maintaining, insuring, repairing and replacing the Hyatt Center
Pylon Sign(s) structure (including eectrical hookup to a common meter) shall be paid by the Ownm of
the Wal-Matt Pmcel. the Ownm of'the Home Depot Parcel and the Ownm of'the Wal-Matt Parcel shall
be entitled to be reimbursed for such costs by the Ownms of all Parcels erttitlad to display designations
thmnon in the proportion that the foist squaro footage of each Owner's designation or designations bears
to the total square footage of all designations entitled to ba displayed thereon.. Each Pmson displaying a
desigmtion on a Cemer Pylon Sign shall supply and maintain its own sign fascia and can. the design of
the Cmtm Pylon Sign struchuea shell be as shown on Exhibit C hereto or as otherwise approved by the
Consenting Ownms. Any changes shall be subject to the approval of the Consenting Ownms. Once
wnstructed, no freestanding sign may be constructed, taken down, shared or modified without the prior
written approval of each of the Consenting Ovmms,.
(b) Provided the sigaege othmwise permitted by Governmental Regulations to the
Owner of'the Home Depot Parcel and on the Canter Pylon Sign(s) is not adversely affected thereby, each
Outparcel may have, subject to Govmrnmental Regulations, one free-standing, pmmanent monument sign
strvcturo (not to exceed 6' in height) on said Outparcel, at the location designated on the Site Plan. Such
sign stucture shall display a single designation for an Occupant of the Outparcel. the initial design of
' the sign structure (including, without limitation, height and size) shall conforrn to the sign drawings and
critmia attached hereto as Fadttbit "C-1" and incorporated heroin. the cost of constructing, installing,
maintaining, insuring, operating, repairing and replacing such sign structure and sign fascia shall be paid
', by the applicable Ownm of the Outparcel upon whose Parcel such monument sign is located. If more
than one Occupant of the Shopping Centm is designated on a sign struchue located on an Outparcel, the
Ownm of the Outparcel shall be responsible for the cost of constructing, installing, maintaining, insuring,
operating, repairing and replacing the sign strucbrro (including electrical hookup to a common meter),
and such Owner of the Outparcel shall be reimbursed by the Owners of all other Parcels displaying
designations on the sign structure located on such Outparcel in the proportion that the total square
14

footage of each Owner's designation or designations bears to the total square footage of all designations
displayed thereon.
(c) Except as set forth in subsections (e) and (b) above, or otherwise approved by
the Consenting Owners, all signs on the Outpareels shall conform with the following standards:
(i) Al] exterior Building signs shall be restricted to identification of the
business or service located or provided therein.
(ii) No exterior Building or free-standing sign shall utilize flashing, moving
or audible lights or appurtenances,
(iii) No signs shall obstruct visually or otherwise, the ingress and egress
shown on Exhbit A.
4.4. Protection of Common Atha: Each Owner and Occupant shall have the right to take such
steps as it deems necessary to prevent those Persons not authorized by this Agreement to use the
Common Area from using the Common Area for ingress, egress, parking or any other propose. Subject to
Governmental Regulations, such steps shall include, without limitation, the construction of fences, walls
or barricades along the boundary lines of any portion of the Shopping Center except along the common
boundary line of any Parcel with any other Parcel; provided, however, that any impairment of vehicular
access to or from the Shopping Center, or any pmt thereof, shall require the Consenting Owners' prior
written approval, which may be withheld in such Consenting Owners' sole and absolute discretion.
4.5. Changes to Common Area:
(a) Except as expressly permitted by this Agreement, no other improvements shall
be placed in the Common Area without the prior written approval of the Consenting Owners except (i)
Service Areas in accordance with the requirements of paragraph (b) below, (ii) public pay telephones
provided their location has bean approved in writing by the Owner in such Owner's sole discretion on
whose Parcel such will be located, (iii) temporary booths, stands, displays, tents or other structrtres or
equipment used for sales in the parking area on the Home Depot Parcel and the Wal-Mart Parcel in the
areas designated within the Site Plan far Seasonal Sales Persons using the Commons Area in
accordance with this Agreemem shall not be charged any fee fa such use,. Each Owner agrees that to the
extent permitted by law dte Owner will not consem to the utilization of its Aoperty for rallies,
demonstrations, protests, picketing, or handbilling to protest, publicize, or allege improprieties regarding
the actions, policies or operating practices of'any business operating within the Shopping Center..
(b) the aims and arrangements of Common Area improvements may not be
materially changed without the Consenting Owners' prior written approval. A Consenting Owner may
withhold its consent to any material change to the entrances or exits to or from the Shopping Center or to
any changes in the parking configuration or traffic cheulation in its sole and absolute discretion, Except
as otherwise provided hmein, a Consenting Owner shall not unreasonably withhold, condition or delay its
consent to changes in the Common Area improvements provided that the parking complies in all respects
with Section 4.1. Nothing in this Section 4 5 shall be interpreted to requhe the Consenting Owners'
approval to (i) the construction, alteration or relocation of any Service Areas to the extent that they are
located, and do not impede access, to the rear or sides of Buildings, or (ii) the location or relocation of
items which are permitted to be placed in the Common Area without consent pursuant to paragraph
(a)(iii) above,
RESIRTCTIONS ON USE
5.1 Home Lnprovement Store Restrictions: As long as a home iroprovemem store is being
operated upon the Home Depot Parcel no portion of'the Shopping Center, except for the Homo Depot
Parcel and Wal-Mart Parcel, shall be used for a home improvement canter or for any business which
sells, displays, leases, rents or distributes the following items or materials, singly or in arty combination:
lumber, hardware, tools, plumbing supplies, pool supplies, electrical supplies, pain; kitchen or
bathrooms or components thereof (including tubs, sinks, faucets, mirrors, cabinets, showers, vanities,
countertops and related hardwaro), windows, hard and soft flooring (including fife, wood flooring, tugs
and carpeting), siding, ceiling fans, gardening and garden nmseay supplies, outdoor cooking equipment
and accessories, patio furoiture and patio accessories, Christmas feces, indoor and outdoor lighting
systems and light fixtures, kitchen and household appliances, except for the incidental sale of'such items.
An "incidental sale of'such items" is one in which there is no more then the lesser of (i) five percent (5%)
of'the total Floor Area of such business, or (ii) 1,000 square feet of'salas and/or display area, relating to
such items individually or 2,500 square feet in the aggregate.
5 2. Wal-Mart Restrictions: Wal-Matt Restrictions: As long as Wal-Mar; or any affiliate of
Wal-Mar; is the operator of the Wal-Mart Parcel, either as owner or lessee, no portion of'the Shopping
Center, except the Wal-Mart Parcel and the Home Depot Parcel, shall be leased or occupied by or
conveyed to any other patty for use as (i) a membership warehouse club, (ii) a discount department store
or other discount store, as such terms are defined below, (iii) a variety, general or "dollar" store: in excess
of five thousand (5,000) square fee; (iv) a groceay store or supermarket as such terms are defined below,
(v) a pharmacy, rn~ (vi) as any combination of the foregoing uses. In the event of a breach of'this
covenant Wal-Mart shall have the right to seek any end all remedies afforded by either law or equity,
including, without limiffition, the rights to injunctive relief' in accordance with Section 10 hereof'.
"Grocery store" and "supermarket", es those terms are used herein, shall mean a food store or a food
department containing morn than 10,000 square fcet of building space used for the purpose of selling
food for off' premises consumption, which shall include but not be timited to the sale of dry, refrigerated
or frozen goceries, urea; seafood, poultry, produce, delicatessen or bakery products, refrigerated or
frozen dairy products, or any grocery products normally sold in such stores rn departments. "Discount
department store" and/or "discount store", as those terms are used herein, shall mean a diacoutrt
department store or discount store containing more than 35,000 square feet of building space used for the
propose of selling a full lure of hard goods and soft goods (e.g. clothing, cards, gifts, electronics, garden
supplies, furniture, lawnmowers, toys, health and beauty aids, hardware items, bath accessories and auto
accessot ies) at a discount in a retail operation similar to that of Wal-Mart,
5.3. Shopping Center Restrictions:
(a) No portion of the Shopping Center shall be used for eery of the following
purposes: a flea market or a business selling ao-called "second hand" goods (the team "second band" shall
mean stores which sell goods primarily as a service to the public rather than to a retail customer for a
profit}; a surplus store; a gun range; the sale of guns as a primary use; car wash facility (except on the
Home Depot Parcel); a warehouse; an animal kennel; auditorium; sports or entertainment viewing facility
(whether live, film, audio visual or vidw); a movie theater; bowling alley; skating rink; fitness center;
workout facility, exercise facility, gym or health spa or studio in excess of ten thousand (10,000) square
feet; cafeteria, restaurant, which derives more than fifty percent (50%) of'their gross soles from alcohol
sales; cemetery; mortuary; any establishment engaged in the business of'selling, exhibiting or delivering
pornographic or obscene materials; a socalled "head shop"; off-Uack betting parlor; junk yard; recycling
facility or stockyard; motor vehicle or boat dealership, repau shop (including lubrication and/or service

center) that stores vehicles outdoors overnight, except for a tare end battery operation upon the Wal-Mart
Parcel in conjunction with its general merchandising use, body and fender shop, or motor vehicle or boat
storage facility (neither the foregoing restriction nor anything else in this Agreement to the contrary shall
precludo the Owner of the Home Depot Parcel's sale err rental of delivery vehicles and trotters to its
customers as part of its home improvement business); amini-storage or self-storage facility; a Laundromat
or dry leaning facility (but this shall not be deemed to prohibit nominal supportive facilities for on-site
service oriented to pickup and delivery by the ultimate consumer); a bar, tavern or cocktail lounge; a
discotheque, dance hall, comedy club, night club or aduh entertainment facility; billiard or pool hall;
massage parlor, game parlor a video arcade (which shall be deemed as any store containing man than
three (3) electronic gamest a beauty school, barber collage, reading room, place of instruction or any
other operation catering primarily to students or trainees and not to customers (but shall specifically not
prohibit a school which is incidental to a primary retail propose or an instructional use such as Weight
Watchers); office usage other than incidental in connection with non-prohibited uses; industrial,
residential or manufacturing uses, school or house of'waship.
(b) Without the prior written consent of'the Consenting Owners, the folowing shell
not be allowed to operate in the Shopping Center or Common Area, except es otherwise permitted in this
Agreement: traveling carnivals, fairs, auctions, shows, kiosks, booths for the sale of fnewaks, safes by
transient merchants utilizing vehicles or booths and other promotions of any naMe. Except as otheawise
permitted in this Ageement, in the event that unauthorized Persons, including without limitation tenants
or invitees oftenants occupying Buildings now or at any future time located in the Shopping Center,
utilize the pnrking area for other than temporary parkiag by customers while shopping in the Shopping
Center, s~ Consenting Owner may take whatever action as shall be necessary to prevent said
unauthorized use, Notwithstanding the foregoing none of the aforementioned uses shall be permitted
upon an Outparcel without the consent of'tbe Owner of'said Outparcel and the Consenting Owner.
(c) No potion of the Shopping Center shall be used fa a business a use which
creates strong, unusual or offensive odors, fumes, dust a vapors; emits noise or sounds which are
objectionable due to intermittencq beat, frequency, sluillness or loudness; creates unusual fire, explosive
or other hazards, a materially increases the rate of insurance for any other Parcel, Owner or Occupant;
provided however, the operation of a typical Home Depot home improvement store and the operation of a
typical Wal-Mart Superstore shall not be deemed to be in violation of'this Section 5.2(c).
(d) No oil development operations, oil refining, quarrying or mining operations of
any kind shall be permitted upon or in any portion of the Parcels, nor shall oil wells, tanks, tunnels, a
minwal excavation or shafts be permitted upon the surface of arty portion of the Parcels, or within five
hundred (500) feet below the surface of any of the Parcels. No derrick or othm structure designed fa ase
in boring for water, oil, natural gas or other minerals shall be erected, maintained or permitted on any
portion of the Shopping Center..
(e) No portion of the Common Area shall be used for the sale, storage or display of
merchandise or food; provided, however, that (i) the display of delivery vehicles for sale and/or rental to
its customers as part of the Owner of the Home Depot Parcel's home improvement business shall be
permitted, (ii) the seasonal sale of merchandise by the Owner or Occupant of the Home Depot Parcel and
the Wal-Mart Parcel shall be permitted within the areas identified on the Site Plan for Seasonal Sales,
end (iii) the stoage of merchandise in such mess on the Wal-Mart Parcel or the Home Depot Parcel shall
be permitted within the areas identified on the Site PIaM for storage, Seasonal Sales or with Storage
Areas.
(f) For proposes of'this Agreement, all Service Areas shall be the sole exclusive
property of the Owners of the Buildings associated with such areas and each Owner shall have the
exclusive tight to use such areas for whatever propose such Ownar deems appropriate, including, without
limitation, the sale and display of merchandise.
(g) For purposes of this Agrcement, Persons who are not Owners or Occupants
engaging in the following activities in any portion of the Common Area will not be considered to be
Permittces under this Agreement: (i) exhibiting any placazd, sign, or notice that does not advertise an
existing business in the Shopping Center; (ii) distributing any chculm, handbill, placard, or booklet
promoting an existing business in the Shopping Center, (iii) soliciting memberships or contributiaos for
ea existing business in the Shopping Center; (iv) parading, pic(teting, or demonstrating; and (v) failing to
follow regulations relating to the use of'the Common Area.
(h) Ibis Agreement is not intended to, and does not, create or impose any obligation
on a Party to operate, continuously operate, or cause to be operated a business or any particular business
in the Shopping Center or on any Parcel
Nothing contained in this Section 5 shall be construed to restrict the operation of a typical Wal-
Mart on the WeI-Mart Parcel or a typical Home Depot on the Home Depot Parcel.
the foregoing restiction shall not lunit the operating of'a movie theatre, a fitness center, gym or
heahh spa in excess of 10,000 square feet, rosmumnt, hotel or motel, office building, place of instruction,
mini-storage or self'storage facility upon the Adjacent 17 Acres
MAINIENANCE SIANDARDS
6,1 Maintenance Obligations: Each Owner shall, except as hereimfter provided, maintain at
its expense the Common Area (and the hnprovements) on its Parcel at all times in good and clean
condition and repair and, where applicable, in compliance with the Brownfu;lds Agreement, said
maintenance to include, without limitation, the following:
(a) Maintaining, repehing and resurfacing, when necessary, all paved surfaces in a
level, smooth and evenly covered condition with the type of surfacing material originally installed or
such substitute as shall in all respects be equal or superior in quality, use and durability; and restriping,
when necessary, to maintain clearly visble parking stall and traffic control lines;
(b) Removing ell papers, debris, filth and refuse from the Common Area and
washing or thoroughly sweeping the Common Area to the extent reasonably necessary to keep the
Common Area in a clean and orderly condition, unobstructed, and if'applicable, flee from ice and snow;
(c) Placing, painting, maintaining, repairvrg, replacing and repainting, as and when
necessary, all directional signs, markers, sniping and pedestrian crossings upon or within the Common
Area;
(d) Maintaining, repairing and replacing, when necessary, (i) Servico Aroas, and (ii)
traffic directional signs, markers and lines, and all informational signs such as "Handicapped Parking", in
good repair and condition;
(e) Operating, maintaining, repairing and replacing, when necessary, such artificial
lighting facilities as shall be reasonably required, including, but not limited to, poles, pole bases, wiring,

lamps, ballasts, lenses, photocells, time clocks, and contacts.. Each Owner shall maintain and provide 6 4 Indemnity Against Liens: Each Owns' shall indemnify, defend, protect and hold all other
electricity to all lighting fixtures attached to its respective Building(s) at its sole cost and expense; F Owners and Occupants harmless for, from and against any and all Claims in connection with any and all
liens arising out of any work performed, matmials fwnished to or obligations incwted by such Ownm in
(f) Maimaining all landscaped areas; replacing shrubs and other landscaping as ~ connection with the operation and maintenance of'tbe Common Area hereunder.
necessary;
I 7 LIGHIING
(g) Maintaining, repairing and replacing, when necessary, ell Common Area walls
(including, without limitation, all fences, walls or banirades constructed pursuant to Section 4.4 above); After completion of the Common Area lighting system on its Parcel, each Owner hereby
covenants and agrees to keep its Parcel fully illuminated each day item dusk to at least t 1:00 p m. unless
(h) Maintaining, repairing and replacing, when necessary, all Common Area storm the Consenting Owners agree upon a different time.. Each Owner further agrees to keep any exterior
drains, sewers, lift stations and other Utility Lines not dedicated to the public or conveyed to any public Building security lights on from dusk until dawn.. Either Owner may require another Owner to illuminate
or private utility which are necessary for the operation of'the Buildings and Improvements located in the its Parcel beyond the required hours set forth above provided the requesting petty agrees to reimburse the
Shopping Centel; provided, however, the Owner shall not lm responsible to, but may, pursuant to Section other Owner for said Owner's additional out of pocket utility costs for lighting beyond the bows required
3 3(c), maintain, repair and roplace those certain Utility Lines (or portions thereof), except any line that above. Dwing the term of'this Agreement, each Owner grants an 'vrevocabte license to each other Owner
serves solely to supplement stormwater wetlands, if ate, that serve exclusively Parcels other than the ' for the pmposa of permitting the lighting from ono Parcel to incidemalty shine on the adjoining Parcels,
Parcel on which the Utility Line requhes such maintenance, repair or replacement; All exterior lighting fixtures and facilities on any portion of the Shopping Center shall be as set fbrth in
', the Approved Plans.
(i) Performing itself or contracting with a competent third party or parties to
perform any of the services described herein; ', 8 PAYMENI OF IAXES
(j) Maintaining commeroisl general liability insurance as set forth in Article ]2 8.1. Iaxea and Assessments: Each Owner shall pay direct to the tax collector, prior to
hereof; delinquency, the teal property taxes and other special taxes and assessments levied and assessed against
j the Owner's Parcel, including the portion of the Common Area on such Owner's Parcel; subject, however,
(k) Keeping the Common Area and all common Utility Lmes free from any i to the right of any such Owner to contest the amount or validity of all or any, part of said sexes and
obstructions including those caused by the sale or' display of merchandise, unless such obstruction is assessments
permitted under the provisions of this Agreement; and
8.2. Failwe to Pay Iaxes and Assessments: Each Owner shall indemnify, defend, protect and
(1) Maintaining the Owner's enthe Parcel, including without limitation its Buildings ~ hold all other Owners and Occupants harmless for, from and against any end all Claims in connection
and other Improvements, in compliance with the Brownfields Agreement, including without limitation with any and all liens arising out of'the failure of an Owner to pay prior to delinquency, all taxes and
any groundwater monitoring, submittal of amual certifications, and use restrictions. I assessments described in Section 8.1 above.
All Parcels (including the Outpareels) shall be kept neat, orderly, planted in grass and trimmed 9. SUCCESSORS AND ASSIGNS; LIM[IAIION ON RELEASE
until improvements are constructed theroupon.
Ibis Agreement and the Easements and Restrictions created hereby shall inwe to the benefit of
6.2. Duty to Maintain: Each Owner shall be responsible for the maintenance, inswance and j and be binding upon the Owners, then heirs, personal representatives, Occupants, successors and assigns,
lighting of its own Parcel as enumerated in Section 6.1 above. In the event arty Owner defaults in the and upon any Person acquiring a Parcel, or any portion thereof; or any interest therein, whether by
performance of'such obligations, any other Owner may cause the performance of'the obligations of'the operation of'law or otherwise, including without limitation soy holder of'a first lien oa any portion of'the
defaulting Owner (except to the extent that such obligations relate to Buildings on the Wal-Mart Parcel Shopping Center; provided, however, that if' any Owner sells all or any portion of its interest in any
and the Home Depot Parcel pwsuant to Section 6.1(m) above) and bill the defaulting Owner for the Parcel, and such Owner, then at such time as the selling Owner executes and delivers to the Consenting
expenses irtcurred. In such event, the notice and cure provisions and remedies of Sections 10.2, I 1 1 and ', Owners a written statement in which the name and address of'the new Owner, the effective date of'the
112 shall apply. ', conveyance, the Parcel conveyed, and, if applicable, the name of a now Party who has taken the position
of a Consenting Oaver as provided pursuant to the terms of this Agreement, such Owner shall thereupon
6.3. Contribution to Maintenance of Railroad Crossing. Each Owner shall be responsible to be released and discharged from any and all obli~tions as Owner in connection with the property sold by
contribute annually to the railroad's reasonable cost to maintain the grade crossing (including signals and I ft arising under this Agreement after- the sale and conveyance of title but shall remain liable for all
crossbars) to the Shopping Cemer from Main Street. Each Owner shall be required to contribute a obligations arising under this Ageement prior to the sale and conveyance of'title. the new Ownv of any
proportionate amount of the railroad's reasonable maintenance cost based upon the square footage of the ', such Parcel or any portion thereof (iocluding, without limitation, any Owner who acquires its interest by
buildings upon each Owner's Parcel as compared with the toml square footage of buildings within the L foreclosure, trustee's sale or otherwise) shall be liable for all obligations arising under this Agreement
Shopping Center, the Owner of the Developer Parcel shall collect the contribution upon receipt of with respect to such Parcel or portion thereof' after the date of sale and conveyance of title. Failwe to
invoice from the raihnad. deliver arty such written statement shall not affect the running of any covenants herein with the land, nor
shall such failwe negate, modify or otherwise affect the liability of the new Owner pwsuant to the
19 20

provisions of this Agreement, but such failure shall constitute a default by conveying Owner resulting in
continued liability hereunder.
10. DEFALIL7
10.1. Defauk: Tn the event any Owner or Occupant fails to perform any other provision of this
Agreement, which failwe cominuas for a period of thirty (30) days after receipt of written notice
specifying the particulars of'such failure, such failure shall constitute a default and any other Owner or
Prime Lessee may thereafter institute legal action against the defauking Owner or Occupant for specific
performance, declaratory or injunctive relief; monetary damages or any other remedy provided by law;
provided, however, that the defaulting Owner m Occupant shall not be deemed to be in default if such
failure to perform cannot be rectified within said thhty (30) day period and such Owner or Occupant is
diligently proceeding to rectify the particulars of such failure and rectifies same within a period not to
exceed sixty (60) days; provided fwther, however, that in the event of an emergency, such failure shall be
deemed a defauk if'such failwe is not rectified in a period reasonable for the nature and circumstances of
such emergency (bY way of example, but not as a limitation, the failure to promptly remove snow or
otherwise maintain the Common Area such that Owners, Oceupa~s and Permittces can utilize the
reciprocal easements granted in Section 3.1 above shall constitute an emergency).
10..2. Self-Help: k' an Owner or Occupant of any Parcel or Outparcel fails to perform any
provision of this Agreement, then, upon the exphation of the cure period provided in Section 10.1, and
upon an additional ten (10) days prior written notice (except that no additional notice shall be requited in
an emergency), any Consenting Owner shall have the tight, but not the obligation, to eater upon the
defaulting Owner's or Occupant's Parcel to cure such default for the account of and at the expense of the
Owner rn Occupant of such Parcel. If a Consenting Owner exercises its self-help right, then, within ten
(10) days after receipt of an invoice from such Consenting Owner, the defauking Owner and/or Occupant
shall reimbwse to such Consenting Owner all costs reasonably incurred by the Consenting Owner in
caving such default, plus an administrative fee equal to ten percent (10°h) of such costs. Furthermore, the
Consenting Owner shall have the right if such invoice is not paid within said ten (10) day period, to
record a lien on the Parcel (including Outparcels} of the defaulting Owner and/or Occupant for the
amount of the unpaid costs incwred by the Consenting Owner pwsuant to this Section 10,2 and the
administrative fee, together with accrued interest at the Default Rate.
10.3.. Remedies Cumulative: Tn addition to the remedies set forth in this Agreement, each
Person entitled to enforce this Agreement shall be entitled to exercise all other remedies provided by law
or in equity to the same extent as if fully set forth herein word for word. No remedy herein conferred
upon, m reserved to any Person shall exclude any other remedy herein, by law or in equity, but each shall
be cumulative..
LIEN FOR EXPENSES OR IAXES
11.1. Effectiveness of Lien: the liens provided for in Section ]02 above shall only be
effective when filed as a claim of lien against the defaulting Owner or Occupant in the office of the
recorder of the county in which the Shopping Center is located, signed and verified, which shall contain
at least:
(a) An itemized statement of all amounts due and payable pursuant hereto;
(b) A description sufficient for identification of that portion of the real property of
the defaulting Owner which is the subject of the lien;
(c) the name of the Owner or Occupant of the property which is the subject of the
lien; and
(d) The name and address of the Owner or Party recording the clean of lien.
the lien shall attach from the date a claim of a lien is recorded and may be enforced in any
manner allowed by law, including, but not limited to, by suit in the nature of an action to foreclose a
mortgage or mechanic's lien under the applicable previsions of the laws of the State in which the
Shopping Center is located. the Owner or Party who recorded the claim of lien shall release the claim of
lien once the costs and expenses secwed by the lien have been paid in full.
11.2.. Priority of Lien: the claim of lien, when so established against the real property
described in the claim of liar[, shall be prior and superior to any right, title, interest, lien or claim which
may be or has been acquired or attached to such real property after the time of filing the claim of lien,
and shall be subordinate to any others. the claim of lien shell be for the use and benefit of'the Person
cwfng the default of the Owner in default.
11,3. Contesting !Alternative Secwity: Any Owner that has a lien filed against its Parcel in
accordance with this Section 11 shall be enttled to have the lien immediately removed by the Owner
filing the lien upon the posting of'cash or bond with the County Cowt of the County where the Shopping
Center is located in an amount equal to one hundrrd twenty five percent (125%) of the amount claimed in
the Tien. 7ereatter, such cash m bond shall be released only by agreement of the Owners of the Parcel
upon which the lien is imposed and the Owner that filed the lien or upon fmal judgment of a cowl of
competent jurisdiction over the dispute.
12, LIABII,IIY INSURANCE; INDEMNIFICATION
12 1, Liability hrswance:
(a) Each Owner shall maintain or cause to be maintained commercial general
liability insurance with broad form coverage inswing against claims on acwunt of bodily injwy or death,
personal and advertising injuy, property damage or destruction, and contractual liability (i.e., exclusions
f'or liability assumed under contract must be deleted) that Wray arise from, or be [elated to (i) the wnduct
of the Owner and/or Occupants, or (ii} the condition, use or occupancy of each Owner's Parcel (the
"Owner's Liability Inswance").
(b) the Owner's Liability Insurance shall be carried by an inswance company or
companies qualified to do business in the State in which the Shopping Center is located with a Best's Key
Rating Guide Property/Casualty (United States) rating of at least A- and a financial rating of VIII or
better (or a comparable standard under an international rating system), and have limits for bodily injwy
tc or personal injury to or death of any person, or more than one (1) person, or for damage to property, in
an amount of not less than Five Million and No/100 Dollars ($5,000,000.00) per occurrence.. the
inswance required pursuant to this Section 12..1 shall be at least as broad as the most commonly available
ISO Commercial General Liability policy form CG 00 Ol 0798 and shall include the following
provisions: (i) the policy may not be canceled or reduced in amount or coverage below the requirements
of'this Agreement, without at least thirty (30) days' prior written notice by the inswer to each insured and
additional insured; (ii) severability of interests; (iii) an act or omission of one of the insureds or
additional insureds which would void or otherwise reduce coverage shall not reduce or void the coverage
as to the other insureds; (iv) name all other Owners as additional insureds; and (v) endorsed to cover said
Owner's agreemem to indemnify as set out in this Agreement Each Owner a®ees to furnish to any other

Owner requesting same evidence that: (i) such insurance is in full force and effect; (ii) the promiums
have been paid in full; end (iii) the appropriate parties aro designated as additional irrsweds on ISO Form
CG 2026 1185. The Ownms ogre that such evidence being readily available on the Intranet shall be a
satisfactory method of delivming such evidence. It' not part of such policy, the Owner's Liability
Insurance shall have at least the following endorsements: (i) deleting any employee exclusion on pmsonal
injury coverage; (ii) including coverage frn injuries to or caused by employees; (iii) providing for blanket
contractual liability coverage (including all of an Owner's indemnity obligations contained in this
Agreement), broad form property damage covmage and products completed operations, owner's
protective and personal injury coverage; (iv) providing for coverage of employm's automobile non-
ownmship liability; and (v) if the use of a Parcel includes the sale of alcoholic bevmages, including
coverage for employer's liability, host liquor liability, liquor liability and so-called "dram shop" liability
covmage with a combined single limit of'not less than Three Million and Nol100 Dollars ($3,000,000.00)
pm oceurrence. The Ownm's Liability Insurance shall be written on an "occurrence" basis form and not
on a "claims made" form. Iha insurance referenced in this Section 12.1 may be provided tmdm (i) an
individual policy specifically coveing such Owne's Parcel, (ii) a blanket policy a' policies which
includes other liabilities, properties and locations of'such Ownm; so long ea the amount end coverage of
insurance required to be carried hereundm is not diminished, (iii) a plan of self-insurance satisfying the
criteria sat forth in Section 12.1(c) below, or (iv) a combination of any of the foregoing insurance
programs. Io the extent any deductible is pmmitted or allowed as a part of any insurance policy caaied
by an Owner in compliance with this Atticla 12, such Owner shall be deemed to be coveing the amount
thmeof undm an informal plan of self-inswance; provided, howevm, that in no event shall any deductible
exceed one percent (1%) of an Owne's net worth unless such Owner complies with the requirements
regarding self-insurance pursuant to Section ] 2 1(c) below
(c) Notwithstanding anything to the contrary heroin, at all times dwing the tram of
this Agreement, each party shall keep improvements on its property insured against loss or damage by
firo and other perils and events as may be insured against undm the broad fmm of Uniform Extended
Coverage Clause in effect from time to time in the state in which the patties' rospative properties are
located, with such inswance to be for the full replacement value of the insured improvements. The
owner of a Parcel w Outpazcel (except for the Owner of the Wal-Mart Parcel and the Home Depot
Parcel} shall pay for any increase in the cost of insuring the improvements on the other Parcels or
Outparcels if'such increase is due to the use by such owner w its tenam(s).
(d) Any insurance required to be maintained by an Owrter individually as set forth in
this Section 12 may be maintained in whole or in part eithm under a plan of'self-insurance, or from a
carrier which specializes in providing covmage to or for such Owner or its affiliates, or firms in the same
rn related businesses if such Owner's net worth exceeds Five Hundred Million Dollars ($500,000,000.00)
as shown in its most recent audited financial statement, or if such Owner's firrancial statements aro
roported on a consolidated basis with a parent corporation, then as cmtified by an officer of'such Owner.
]2..2. Insurance Covmage During Construction:
(a) Prior to commencing any construction activities within the Shopping Center,
each Ownm or Occupant shall obtain or require its contractor to obtain and thereafter maintain, so long
as such construction activity is oceurting, at least the minimum insurance covmages set forth below:
(i) Workers' compensation and employer's liability inswance:
(s) Worker's compensation inswance as required by any applicable
law or regulation,
(b) Employer's liability inswance in the amount of Five Million and
No/100 Dollars ($5,000,000.00) each accident for bodily injury, Five Million and No/100 Dollars
($5,000,000.00) policy limb for bodily injury by disease, and Five Million and No/100 Dollars
($5,000,000.00) each employee for bodily injury by disease.
(ii) Genera] liability insurance: Commercial Genera] Liability insurance
covering all operations 6y or on behalf of the general contractor, which shall include the following
minimum limits of Liability and covmages:
(a) Required covmages:
(1) Premises and Operations;
(2) Products and Completed Opmations;
(3) Coffiactusl Liability insuring dte indemnity obligations
assumed by comtactor undm the contract documents;
(4) Broad Form Propmty Damage (including Completed
Operations);
(5) Explosion, Collapse and Underground Hazards;
(~ Personal Injury Liability; and
('t7 Builders Risk (in as amount sufficient to cover the
replacement cost of'the Site Improvement Work and shall provide that, among other things, the insurer(s)
specifically recognize and insure the obligations undmtaken by the Devalopm pwsuent to this
Agreement)
(b} Minimum limits of liability:
(1) Five Million and No/100 Do(lars ($5,000,000.00) per
occurrence.
(2) Five Million and Nol100 Dollars (55,000,000.00)
aggregate for Products and Completed Operations,
(3) Five Million and No/100 Dollms ($5,000,000,00)
general aggregate applied separately to the Shopping Centm.
(iii) Automobile Liability Insurance: Automobile liability insurance (bodily
injwy and property damage liability) including covm~age for owned, hired, and non-owned automobiles,
with limits of liability of not less than One Million and No/100 Dollars ($1,000,000,00) combined single
limit each accident for bodily injwy and property damage combined.. the general contractor shell require
each of its subcontractors to include in their liability insurance policies coverage for automobile
contractual liability.
(iv) Umbrelle/Excess Liability Inswance: Iha general contractor shall also
carry umbrella/excess liability inswance in the amount of Five Million and No/100 Dollars
23 24

($5,000,000,00). If there is no per-project aggregate under the Commercial General Liability policy, the
limit in this Subsection (iv) shall be Ian Million and Nol100 Dollars ($10,000,000.00).
(b) If the construction activity involves the use of another Owner's Parcel, tbe
Owner of'such other Parcel shall be added as an additional insured and such insurance shall provide that
the insurance shall not be canceled, or reduced in amormt or coverage below the requirements of this
Agrecement without at least thirty (30) days' prior written notice to the insweds and each additional
insured. the form of additional insured endorsement shall be ISO Form CG 2026 t 185. If such insurance
is canceled or expires, the constructing Owner shall immediately stop ad work on or use of'the other
Owner's Parcel until either the required insurance is reinstated or replacement insurance obtained.. the
general contractor shall supply each Owner with certificate(s) of insurance with respect m all inswance
required by this Section 12..2.
12.3. Indemnification by Owners: Subject to the provisions of Section 13.4 below regarding
waiver of'subrogatlon with respect to damage to property, each Owner shall defend, indemnify, protect
and hold the other Owners and Occupants harmless for, from and against any and all Claims in
connection with the loss of life, personal iajmy and/or damage to property (i) arising frnm or out of any
occwrence in or upon the indemnifying Owner's Parcel; (ii) occasioned by any cegligent or willful act or
omission of'the indemnifying Owner, its Occupants or their respective its agents, contractors, servants or
employees; or (iii) in connection with the failwe to comply with the provisions of'this Agreement. If' an
Owner shall, without fault, be made a party to any litigation commenced by or against the Owner or
Occupants of another Parcel, or if' an Owner shall, in its reasonable discretion, darermine that it must
intervene in such litigation to protect its interest hereunder, the indemnifying Owner shall defend such
Owner using attomeys reasonably satisfactory to such Owner and shalt pay all costs, expenses and
reasonable attorneys' fees and costs in connection with such litigation. An Owner shall have the right to
engage its own attorneys in correction with any of'the provisions of'this Section 12.3 or any of the
provisions of this Agreement, including, but not limited to, any defense of ar intervention by such
Owner, notwithstanding any contrary provisions of'the laws or court decisions of the state in which rho
Shopping Center is located.
12.4. Each owner of any portion of the Shopping Cantor for itself and its property insure[
hereby releases the other owners of portions of the Shopping Center from and against any and all claims,
demands, liabilities or obligations whatsoever for damage to property or loss of rents or profits resulting
frnm or in any way connected with soy Fire or other raaualty whether or not such fire or other casualty
shall have been caused by the negligence or the contributory negligence of the petty being released or by
any agent, associate or employce of'the patty being released, this release being to the extent that such
damage or loss is covered by the property inswance which the releasing party is obligated hereunder to
carry, or, if the releasing party is not carrying that inswance, then to the extent such damage or loss
would be covered if'the releasing parry were carrying that inswance
13 . PROPERIY DAMAGE AND EMINENT DOMAIN
13.1. Damage to Buildings: If any of the Buildings located on any Paroet are damaged or
destroyed by fuc or outer cause, the Owner of such Parcel shall promptly cause either (i) the repair,
restoration, or rebuilding of'the Building so damaged or destroyed to a condition and an architectural
style existing immediately prior to the damage or destruction, (ii) rho rebuilding of a completely new
Building within the Building Area and otherwise subject m the terms hereof; or (iii) the razing of any
damaged Building, the filling of any excavation, and performance of any other work necessary to put
such portion of the Shopping Center' in a clean, sightly and safe condition. All Building Areas on which
Buildings are not reconstructed following a casualty or "Inking" (as defined in Section 13.5 below) shall
be (i) graded or caused to be gaded by the Owner thereof'to the level of'the adjoining property and in
such a manner as not to adversely affect the drainage of'the Shopping Coster or any portion thereof; (ii)
covered by decomposed granite, gavel, sod, hydtoseed or as otherwise permitted by Governmental
Regulations, and (iii) kept weed free and clean at the subject Owner's sole cost and expense unt31 such
time as Buildings are reconstructed thereon..
13.2, Casualty Damage to Common Area: In the event arty of'the Common Area is damaged or
destroyed by any cause whatsoever, whether inswed or uninsured, dwing the term of'this Agreement, the
Owner upon whose Parcel such Common Area is located shall repair or restore such Common lose at its
sole cost and expense with all due diligence, Except to the extent limited by Section 13..4 below, in the
event such damage or deshvetion of Common Area is caused by the negligem or willful act of another
Owner, Occupant or third Person, the Owner obligated to make such repah or restoration reserves and
retains the right to proceed against such other Owner or third Person for indemnity, contribution or
damages.
13.3. Property Inswaoce: Io assure performance of'their respective obligations under Sections
13.1 and 13..2 above, the Owners of the respective Parcels shall cause to be carried causes of loss -
special form property inswance at least es broad as ISO Special Form Causes of Loss, CP 1030 6695, in
an amount not less than eighty percent (80°/a) of'the full insurable replacement cost (excluding footings,
foundations or excavations) of all Buildings and improvements (including Common Arra improvements)
on their respective Parcels, except if the Owner of said Parcel, or party responsible for any required
restorations, is permitted to "self insure" pwsuant to Section 12.1(c).. the inswance refwenced in this
Section 13.3 may be provided under (i) an individual policy covering this location, (ii) a blanket policy or
policies which includes other liabilities, properties and locations of such Owner, so long as the amount
and coveage of insurance required to be caned hereunder is trot diminished, (iii) a plan of seif-
insurance satisfying the criteria set forth in Section 12,1(c) above, or (iv) a combination of any of the
foregoing insurance progams. Io the extent any deductible is permitted or allowed as a part of any
inswance policy carried by an Owner in compliance with Article 13, such Owna~ shall be deemed to be
covering the amount thereof'rrder an informal plan of'self-insurance; ptavided, however, that in no event
shall any deductible exceed one percent (I %) of an Owner's net worth unless such Owner complies with
the requhements regarding self-inswance pwsuant to Section 12.1(c) above. the Owner's property
insurance shall be carried by an inswance company or companies qualified to do business in the state in
which the Shopping Center is located with a Best's Koy Rating Guide Property/Casualty (United States)
rating of at least A- and a financial rating of VIII or better (or a comparable standard under an
international rating system),
13..4, Waiver of Subrogation: the Owners and Occupants each hereby waive any rights one
may have against the other on account of any loss or damage ocewring to an individual Owner or
Occupant, or its respective property, either real or personal, arising from any tick generally covered by
ISO Special Fam Causes of boss, CP 10300695 and from any risk covered by property insurance then
in effect.. Tn addition, the Owners and Occupants, for themselves and on behalf of their respective
inswance companies, waive arty tight of subrogation that any insurance company may have against the
Owners and Oceupatris. It is the intent of'the parties that with respect to any loss frnm a named peril
required to be coveted under a policy of property insurance, the parties shall look solely to thew
respective insurance company for recovery. The Foregoing waivers of'subrogation shall be operative only
so long as available in the state where the Shopping Center is situated, and provided further that no
policy of inswance is invalidated thereby.

135. Eminent Domain: Tn the event the whole or any part of the Shopping Center shall be
taken or damaged by right of emincet domain or any similar authority of law of any transfer in lieu
thereof'(a "Inking"), the entire award for the value of the land and improvements so taken shall belong to
the Owner of the Parcel so taken or to such Ownm's Lienholders or Occupants, as they may have agreod
betwcen or among themselves, and in the absence of any such agreement, as provided by law, and no
other Owner shall Gave a tight to claim any portion of such award by virtue of any interest created by this
Agreement. Any Owner of a Parcel which is not the subject of a Taking may, however, file a collateral
claim with the condemning authority over and above the value of'the Parcel (or portion thereof) being so
taken to tbe extent of any damage suffered by such Owner resulting from the severance of the land or
improvements so taken.. In the event of a partial Inking, the Owner of the portion of'the Shopping Center
so taken shall restore the hmprovements located on the Common Atea of'the Owner's Parcel as neatly as
possible to the condition existing prior to the Inking to insure the continued ingress/egress to, from and
between all areas of the Shopping Cemer to the extent reasonably feasible, without contribution from any
othe Osvner.
14, GENERAL PROVISIONS
14.1. Covenants Run With the Land: The terms of this Agreement and each Restriction and
Easement on each Parcel shall be a burden on that Parcel, shall be appurtenant to and for the benefit of
the other Paroels and each part thereof; and shall run with the land.
14.2.. No Public Dedication: Nothing contained in this Agreement shall be deemed to be a gift
or dedication of any portion of the Shopping Center or of any Parol or portion thereof' to the general
public, or for any public use or propose whatsoever, it being the intention of the parties that this
Agreement shall be shictly limited to and for the proposes heroin expressed. An Owner shall have the
right to close, if' necessary, all or any portion of'the Common Area on its Parol finm time to time as may
be necessary, in the opinion of'suc6 Owner, to prevent a dedication thereof or the accrual of any rights of
the public theein.
14.3.. Duration: Except as otherwise provided heroin, the term of'this Agreement shall be for
one hundred and one (101) years (the "Primary Period'? from the date hereof'. Notwithstanding the
foregoing, upon the exphation of'the Primary Period, the term of this Agreement shall automatically
renew fm successive periods often (10) years each (each such period being referred to as an "Extension
Period") unless, at least ninety (90) days prior to the date of expiration of tbe Primary Period or
Extension Period then in effect, the Consenting Owners deliver to the other Owners in the Shopping
Center written notice of'termination, in which event, this Agreement shall automatically expire at the end
of the Primary Period or Extension Peiod then in effect. Upon termination of'this Agreement, all rights
and privileges derived from and all duties and obligations created and imposed by the provisions of this
Agreement shall terminate and have na further force or effect; provided, however, that the termination of
this Agreement shall not limit or affect a~ remedy at law or in equity that an Owner may have against
any other Owner with respect to any liability or obligation arising or to be performed under this
Agreement prior to the date of'such termination, and, provided fmthe, that the access easements and the
tights and duties related thereto as provided in Section 3.1, the sign easements and the tights and duties
related thereto es provided in Sections 3.4 and 4 3, and the utility easements and the rights and duties
related thereto as provided in Section 3,3 shall continue in effect in perpetuity as to those access
easements, signs and utility lines actually in use at the time of the termination of this Agreement until
such time as such access easements, signs and utility lines are abandoned,
14.4. Injunctive Relief: Tn the event of any violation or threatened violation by any Person of
any of the Easements, Restrictions or other terms of'this Agreement, any or all of the Owners and Prime
Lessees of'the property included within the Shopping Center shall 6ava the right to enjoin such violation
or threatened violation in a court of competent jurisdiction, 7 he right of injunction shall be in addition to
all other remedies set forth in this Agreemem or provided by law or in equity. Notwithstanding anything
to the contrary herein, the anfarcement provisions of this Section 14.4 shall not be applicable to the
provisions of Section 5 and Section 13 herein as they apply to the Owners of the putparceLg.
]4..5. Modification and Termination: Notwithstanding the provisions of Section 14.6 below,
this Agreement may eat be modified in any respect whatsoever or terminated, in whole or in part, except
with the consent of all of'the Consenting Owners (and, if' applicable, the Prime Lessens of a Consenting
Owner's Parcel) at the time of'such modification or termination, and then only by written instrument duly
executed and acknowledged by all of the Consenting Owners and Prime Lessees and recorded in tbe
office of the recordea of the county in which the Shopping Center is located. No modification or
termination of this Agreement as provided herein shall adversely affect the rights of any senior
Lienholde unless such Lienholder consents in writing to the modification ar termination.. No
modification and/rn termination of this ABeement shall be effective against any Owner of an Chrtparcel
unless and until such Owner has consented to the modification or termination,
14b Method of'Approval: Unless otherwise provided in this Agreement, whenever approval,
consent or satisfaction (collectively, ao "approval") is specifically required of an Owner pmauant to the
express terms of this Ageement (or any Exhibit hereto), it shall not be unreasonably withheld,
conditioned m delayed, Unless provision is made for a specific time period, approval or disapproval shall
be given within thirty (30) days after receipt of written request for approval. If' an Owner neither
approves not disapproves within the required time period, then the Owner requesting approval shall have
the right to send a second written request for epprnval. If'suc6 second request states on its face in all
capital letters that failure to respond thereto within ten (10) days shalt be deemed approval, then the
failure to respond within such ten (10) day period shad constitute the approval of'the Owner from whom
approval was requested. Except with respect to approvals which are deemed approved pursuant to the
preceding sentence, ell approvals (including conditiotral approvals) and disapprovals shall not be
effective unless given or made in writing. If an Owner disapproves, the reasons therefor shall be stated in
reasonable detail in writing. An Owner's approval of arty act or request by another Owner shelf not be
deemed to waive or render unmacessazy approval of arty similar or subsequent acts or requests. Since the
submission of a proposed amendment to the Parties is not an item of"'consent" or "approval", each Parry
may consider any proposed amendment to this Agreement in its sole and absolute discretion without
regard to reasonableness or timeliness.
14.7. Multiple Ownes: In the event an Owner sells its Pareel and becomes the Prime Lessee
thereon, said Prime Lessee is hereby appointed the entity to cast the vote or consent or give the consent
for said Parcel on behalf' of the Owner thereof (except as otherwise requred in Section 14.5) end is
hereby granted all of'the rights and remedies granted to the Owner of said Pareel so long as it is the
Prime Lessce of said Parcel, anything in this Agrcement to the contrary notwithstanding.
14.8. Estoppel Certificates: Any Owner may, at any time and flour time to time, in connection
with the sale or lease of'the Owner's Parcel, or in connection with the financing a refinancing af'the
Owner's Parcel by bona fide mortgage, deed of trust or sale-leaseback made in good faith and for value,
deliver written notice to the other Owners requesting such Owners to execute certificates certifying that
to the best knowledge of the other Owners, (i) neither the requesting Owner nor arry other Owner is in
default in the peformance of its obligations under this Agreement, or, if a default is alleged, specifically
describing the nature and amount thereof, and (ii) confirming that this Ageement has not been amended
(or, if so, identifying the amendments), and is in full force end effect Each Owner shall execute and
27 28

teturo such a certificate within thirty (30) days after receipt of a request therefore the Owners
acknowledge that such certificates may be relied upon by uansf«aes, mortgagees, deed of trust
beneficiaries and leaseback lessors. Such statement shall act as a waiver of any claim by the Person
famishing it m the extent such claim is based upon facts contrary to thou ass«tad in the statement and to
the extent tbe claim is asserted against a bona fide encumbranc« or purchaser for valuo without
knowledge of facts to the contrary of'those cortained in the statement and who has acted in reasonable
reliance upon the statement. Ilse issuance of an estoppel certificate shall in no event subject the Person
fwnishing it to any liability for the negligent or inadvertent failwe of such P«son to disclou correct
and/or relevant information (but it shall estop such p«son from making assertions contrary to those set
forth in the certificate for the period covered by the certificate), nor shall such issuance be construed to
waive any rights of the issu« to challenge acts committed by other Own«s for which approval by the
Consenting Owners was requited but not sought of obtained.
149.. Breach Shall Not Permit Iermination: It is expressly agreed that a breach of this
Agreement shall not entitle any Owner to t«minaffi this Agroemeny but such limitation shall not affect in
any maw« any oth« rights or remedies which such Own« may have hereund« by reason of any breach
of this Agreement. Any breach of this Agte«neot shall not defeat or rend« invalid the lien of any
mortgage or deed of trust made in good faith for value, but this Agreement shall be binding upon and be
effective against any Own« whose title is acquired by forecloswe, trustee's sale or oth«wiu.
14.10.. Notices:
(a) All notices given pwsuant m this Agreement shall be in writing and shall be
given by facsimilq by p«sonal delivery, by United States mail or United States express mail postage or
delivery chazge prepaid, return receipt requested, or by an established express delivery s«vice (such as
Fed«al Express or United Parcel S«vice), sent to the person and addressor facsimile numb« desigtated
below or, in the absence of such designation, m the p«son and address shown on the then current real
property tax rolls of'the county in which the Stropping Cent« is located. The Parties expressly agree that
notices given by attorneys on behalf of their client(s) in the mam« provided in this subsection are
effective and recognized notice pwsuant to this Agrcement. Atl notices to Develop« arnl the Owner of
the Home Depot Parcel shall be ant to the p«son and address set forth below:
Developer. Waynesville Commons Reffiil Associates, LLC
1765 Merriman Road
Akron, Onto 44313
Attention: Executive Vice President -Real Estate
With a copy to: Amer Cunningham Co, L.P.A.
Arm: Andrew R Duff; Esq.
159 S Main Street, Suite t 100
Akron, OH 44308
Home Depot: Home Depot U.S.A., Inc.
2455 Paces Feny Road
Atlanta, Georgia 30339-4024
Attention: Vice President -Real Estate Law Group
With a copy to: Home Depot 11.S.A., Inc.
2455 Paces F«ry Road
Building C, 20a Floor
Atlanta, Georgia 30339
Attetnion: Thomas K. Anderson, Esq. -Corporate Counsel
And a copy to: Hartman, Simons, Spielman & Wood, LLP
6400 Powers Ferry Road, Ste 400
Atlanta, Georgia 30339
Attention: Gil Butstin«, Esq.
Wal-Mart: Wal-Mart Storrs, Inc. (Store No. 1663-02)
702 S. W. 8`h Street
Besrtomille, AR 72716
Attn: President
With a copy to: Wal-Mart Stores, Inc. (Store No, 1663-02)
Attn: Property Management, State of North Carolina
2001 S.E. 19i° Street
Bentonville, AR 72716-0556
the P«son and address to which notices are to be given may be changed ai any time by any
Party upon written notice to the oth« Parties. All notices given pursuant to this Agreement shall be
deemed given upon receipt.
(b) Far the purpose of'this Agreement, the t«m "receipt" shall mean the earli« of
any of the following: (i) the date of delivery of the notice or other document to the address specified
pursuant to subparagraph (a) above as shown on the return receipt, (ir) the date of actual receipt of'the
notice or oth« document by the person or entity specified pwsuant to this Section, (iii) in the case of a
fecsimilq the date and time of'receipt as shown on the confirmation of the facsimile transmission; (iv) in
the case of refusal to accept delivery or inability m deliver the notice or other document, the earli« of
(A) the date of the attempted delivery or refusal to accept delivery, (B) the date of the postmark on the
return receipt, or (C) the date of receipt of notice of refusal a notice of non-delivery by the sending
Party
14 11, Waives: the failure of a P«son m insist upon strict performance of any of the
Restrictions or oth« terms and provisions contained herein shall not be deemed a waiver of any tights or
remedies that said Person may have, and shall not be deemed a waiv« af' any subsequent breach or
default in the performance of any of the Resuictions or other terms and provisions contained heroin by
the same or any other Person.
14.12. Consent In accordance with Section 12 (ec) hereof, for so long as a Prima Lesue exists
on any Parcel, the consent of the fee own« with respect to said Parcel is not required under this
Agreement.
14.13. Sevesability: If any term or provision of this Agreement or the application of it to any
person or circumstance shall to nay extent be invalid or unenforceable, the remainder of this Ageement
or the application of such tens or provision to persons or circumstances, other than thou as to which it is
invalid or unenfarceablq shall not be affected thereby, and each term end provision of this Agreement
shall be valid and shall be enforced to the extert permitted by law
29 30

14.14.. Not a Partnership: the provisions of this Agreement are not intended to create, oar shall
they be in any way interpreted or construed to create, a jourt venture, partnership, or arty other similar
relationship between the Patties, Each Party shall be wnsidued a separate party and no Party shall have
the tight to act as agent for anoUter, unless expressly authorized to do so herein or by separate written
instrument signed by the Party to be charged.
14.15. Captions and Headings: The captions end headings in this Agreement are for reference
only and shall not be dxmed to define or limit the scope or intern of arty of the terms, covenants,
conditions or agreements contained herein.
14.16. Interpretation: Whenever the context requues construing the provisions of this
Agreement, the use of a gender shall include barb genders, use of the singular shall include the plural,
and the use of the plural shall inchrda the singular. The word "including" shall be construed inclusively,
and not in limitation, whether or not the wads "without limitation" or "but not limited to" (or words of
similar importance) are used with respect theroto.. the provisions of'this Agreement shall be construed as
a whole and not strictly for or against any party. Unless otherwise provided, rofermces to Articles and
Sections refer to the Articles and Sections of this Agreement
14.17.. Enthe Agreement: Ihis Agreement contains the enure a®eement between the parties
hereto and supersedes all prior ageemeats, oral or written, with respect to the Easements, Restrictions
and other terms and conditions contained in this Agreement affecting the Parcels.
14.18. .Joint and Several Obligations: Tn the event any party hereto is composed of moro than
one person, the obligations of said party shall be joint and several
14.19. >n the event that any person or entity (the "Acquiring Parry") shall acquhe a fee m
mortgage interest in any traM subject to this Agtrement, or any portion Utereof, the Acquiring Party shall
execute and file in the land records of Haywood County, North Carolina, a sYatemeM setting forth the
name of the Acquuing Patty, the address of'the Acgniting Patty to which all notices fm the purposes of
this Agreement may be sent, the nature of'the interest held by the Acquhing Petty, and the date that such
interest was acquired (the "Notice Statement"). Contemporaneously with such filing, the Acquit ing Party
shall also send by certified mail, retwn receipt requested, a copy of such Notice Statement to all other
persons or entities then bolding fee or mortgage interosts in any tract subject to this Agreement, or any
portion thereof, as reflected by Ute Notice Statements then of'rocord in the land records of Haywood
County, North Carolina (the "Existing Interest Holders'. Until such time as an Acquiring Party ides and
moils such Notice Statement m accordance with the tutus of'this Section 14.19 it shall not be entitled to
receive any notice required or pumitted to ba given under this Agreement, and the Existing Interest
Holders shall have no obligation [o give any such notice to the Acquiring Petty. Any change of address
shall require the filing and mailing of a new Notice Statement. It is undestoad and agreed that the
provisions of this Secton 14 19 rogarding the recordation of the Notice Statement are satisfied with
respect to Developer and Wal-Mart and Home Depot
14.20. Recordation: This Agreement shall be rewrded in the office of the recorder of the
County in which the Shopping Center is located..
14.21.. Limitation on Liability: Except as specifically provided below, them shall be absolutely
no corporate ox personal liability of persons or corporations who constitute an Owner hereunder,
including, but not limited to, officers, directors, employees or agents thereof; with respect to any of'the
terms, covenants, conditions and provisions of this Agreement. In the event of a default of an Owner
hereunder, the Owner who seeks recovery from such Ownu shall look solely to the interest of such
Owner in such Consenting Owner's Parcel for the satisfacfion of each and every remedy of the non-
defaulting Owner, provided, however, the foregoing shall not in any way impair, limit or prejudice the
right of any Owner (i) to pursue equitable relief' in connection with any Restriction of this Agreement,
including a proceeding for a temporary restraining order, prcliminsry injunction, permanent injunction err
specific performance; and (ii) to recover from such Owner all losses suffered, liabilities incurred or costs
imposed arising out of or in connection with, or on account of; an Owner's breach of its obligation to
cant' Owner Liability Insurance, or to fund itv self-insurance obligation, if'applicable.
14..22. Lienholder Protection: Ibis Agreement and the Easements and Restrictions established
hereby with respect to each Owner and Parcel (except for lien rights under Section f 1 hereof), shall ba
superior and senior to any lien placed upon any Parcel, including rho lien of any mortgage or deed of
trust Notwithstanding the foregoing, no breach hereof shall defeat, render invalid, diminish or impav the
lien of any mortgage or deed of Host made in good faith and for vafue, but all the Easerrrents and
Restrictions and other provisions, forms and conditions contained in this Agreement shall be binding
upon and effective against any Person (including, but not limited to, any mortgagee or beneficiary under
a deed of trust) who acquires title to any Parcel or any portion thereof by foreclosure, trustee's sale, deed
in lieu of foreclosure, or otherwise.
14,23. Variances: Where appropriate, the Consenting Owners may, in their sole and absolute
discretion, grant written variances to the provisions this Agreement (in lieu of an amendment), signed by
all of the Consenting Ownes, where strict adherence to the requbements of this Agreement or any
architectural standards established by the Consenting Owners would, in the judgment of the Consenting
Owners, cause undue hardship. I'he granting of a waiver or variance to one Owner shall not
automatically entitle anothu Owner to the same waiver or variance, it being understood that each request
for a waiver or variance shall be Lasted on its own individual molts
14.24. Iime of Essence: Time is of the essence with respect to the performance of each
obligation of this Agreement.
14..25.. Counterparts. Ihis Agreement stay be executed in one or mote counterparts, each of
which in the agg.egate shall constitute one and the same instrument.
14.26. Effective Date: Ibis Agreement shall be deemed effeMive upon recording in accordance
with Section ]4..20 provided recording shall not occur until Developer has acqubed title to the Shopping
Canter land and has filed the plat of subdivision and Wal-Mart and Home Depot have waived any
conditions to the effectiveness of theh respective leases for the Wal-Mart Parcet and the Home Depot
Parcel except for conditions rotating to construction obligations of Davelopu. the parties further agree
that no party hereto shall, or allow any party through it, to take action inconsistent with this Agreement
prior to the Effective Date
[Signatures Begin on the Next Page]
32

EXECU] ED as of the day and year fits[ above written.
HOME DEPOI U-S A, INC,
a Delaware corporation
By
Name•
Its:
STATE OF GEORGIA
COUNIY OF COBB
I, the undersigned . do hereby certify
that personally appeared before me this day and acknowledged that
he/she is the of Home Depot U.S.A., Inc., a Dolaware
corpoation, and that he/she, as such being authrnized to do so, exxuted
the foregoing insnument for and on behalf of the corporation
WIINESS my hand and official seal this _ day of .2007
(Signature of Officer)
Notary Expires: (Notary Seal)
[Signatures Continue on the Next Page]
[Signatures Continued from the Previous Page)
WAYNESVILLE COMMONS REdAIL ASSOCIATES, L L.C
a North Carolina limited liability company
By: Waynesville Capital Associates, L.L C
Its: Manacina Memb rd1 t
By:
Name:
Its: VM11FIridOlt
SIAIEOF OHIO
COUNTY OF ~AkN f~t~
1, rr~G.~~QPi(J Im~('~ the undersigned ~u~J~~ ~- do hereby certify
[hat Ed wz-d~ U f oH~-v personally appeared before 's day and acknowledged that
/_-she is the ~ , „ t/1,t~ of Waynesville Capital Associates, L.L.C., the
~n2artaging Member of Waynesville Commons Retail Associates, L.L.C., a North Carolina limited
liability company, end th~6 /she, as such fir, Q+ being aathotized to do so,
executed the foregoing instrument for and on behalf of the corporation.
WITNESS my hand and official eat this ~ day °~ 2007
(Signature of Offic )
Notary Expires: Q")-y,- ~lp~ a. (Notary Seal)

33
34

WAL-MART SIORES EASI, I3
a Delaware limited partnership
By: WSE MANAGEMENT, LLC,
a Delaware limited liability company and general partner
ay:
F. Chris Callaway
Assistant Vice President
STALE OF ARKANSAS (USE BLACK INK ONLY)
COUNTY OF BENIGN
i
1, . a Notary Public of the County and State aforesaid cettilj~ that ~~
).Chris Callaway either being personally known to me of proven by satisfactory evidence (said evidence being _ ~'
1 personalty appeared before me this day end ackrwwkdged that (s)he is Assistaot Vice
President of WSE Management, LCC, a Delaware limited liability company, a general paMer of Wal-Mart Stores
East, LP, a Delaware limited patnership, and that (s)he as Assistant Vice President, being authrnized to do so,
volumarily executed the foregoing on behalfof WSE Management, LLC, in its capacity as genaal partnv of Wal- '~
Mart Stores East, LP for the purposes stated thereat
WITNESS my hand and official seal this _ day of 2007
(Signature of0fficer)
Notary Expires:
(Notary Seal)
35
The foregoing Certificate(s) of
', is/are certified to be
correct This inshtrment and this certificate ate duly registered at the date and time and in the Book and
Page shown on the REGISIER OF DEEDS FOR
COUNTY,
BY~ DeputylAssistant - Register of'Deeds
36

r ~ w
GX~7 c~'~--v~~ ~b V L.
~~ 1.
NUV G ~ 2~9?
~ ~ ST~~~`~ BR~H
4S
Drainage Dist.
M,N,P,Q,U,V,BB
SF-A
Sand Filter A
Subcat Reach on Link Drainage Diagram for Waynesville Sand Filter A
Prepared by HydroCAD SAMPLER 1-800.927-7246 www.hydrocad.net 11/15/2007
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC

Waynesville Sand Filter A Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond SF-A: Sand Filter A
Hydrograph
® Inflow
D Primary
w
3
0
LL
Time (hours)

Waynesville Sand Filter A Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006$57 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond SF-A: Sand Filter A
Inflow Area = 213,376 sf, Inflow Depth = 3.98" for 10yr event
Inflow = 32.28 cfs @ 11.95 hrs, Volume= 70,841 cf
Outflow = 13.14 cfs @ 12.05 hrs, Volume= 70,841 cf, Atten= 59%, Lag= 5.7 min
Primary = 13.14 cfs @ 12.05 hrs, Volume= 70,841 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Peak Elev= 2,755.31' @ 12.05 hrs Surf.Area= 8,625 sf Storage= 14,795 cf
Plug-Flow detention time= 6.7 min calculated for 70,841 cf (100% of inflow)
Center-of-Mass def. time= 6.7 min (772.5 - 765.8 )
Volume Invert Avail.Storage Storage Description
#1 2,752.00' 11,538 cf 5.00'W x 115.00'L x 4.00'H STONE x 15
34,500 cf Overall - 5,655 cf Embedded = 28,845 cf x 40.0% Voids
#2 2,753.00' 471 cf 24.0"D x 75.00'L Header x 2 Inside #1
#3 2,753.00' 5,184 cf 24.0"D x 110.00'L PIPE x 15 Inside #1
17,193 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 2,748.00' 12.0" Vert. Orifice/Grate C= 0.600
#2 Primary 2,755.00' 6.0' long Sharp•Crested Rectangular Weir 2 End Contraction(s)
#3 Device 2 2,748.00' 36.0" x446.0' long Culvert RCP, rounded edge headwall, Ke= 0.100
Outlet Invert= 2,747.11' S= 0.0020 '/' Cc= 0.900
n= 0.013 Concrete pipe, bends & connections
Primary OutFlow Max=13.09 cfs @ 12.05 hrs HW=2,755.30' (Free Discharge)
1-Orifice/Grate (Orifice Controls 9.86 cfs @ 12.56 fps)
2=Sharp-Crested Rectangular Weir (Weir Controls 3.23 cfs @ 1.80 fps)
L3=Culvert (Passes 3.23 cfs of 14.98 cfs potential flow)

Waynesville Sand Filter A Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
t~droCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 4S: Drainage Dist. M,N,P,Q,U,V,BB
Hydrograph
^ Runoff
32 _ Type II 24-hr 10yr
28 _ Rainfall=4.56"
26` Runoff Area=213,376 sf
24 Runoff Volume=70 841 cf
22- ~
20- Runoff Depth=3.98"
LL 16 Flow Length=822'
14 Tc=4.6 min
12 CN=95
,o
z~ I ~~
o.
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville Sand Filter A Type 11 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 4S: Drainage Dist. M,N,P,Q,U,V,BB
Runoff = 32.28 cfs @ 11.95 hrs, Volume= 70,841 cf, Depth= 3.98"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type II 24-hr 10yr Rainfall=4.56"
Area (sf) CN Description
5,125 39 M - >75% Grass cover, Good, HSG A
75,649 98 N -Paved parking & roofs
2,880 39 P - >75% Grass cover, Gvod, HSG A
46,292 98 Q -Paved parking & roofs
2,876 39 U - >75% Grass cover, Good, HSG A
45,176 98 V -Paved parking & roofs
_ 35,378 98 BB -Paved parking & roofs
213,376 95 Weighted Average
10,881 Pervious Area
202,495 Impervious Area
Tc Length Slope Velocity Capacity Description
_ (min) {feet) (ft/ft) (ft/sec) (cfs)
2.2 230 0.0240 1.77 Sheet Flow, PVMT
Smooth surfaces n= 0.011 P2= 3.28"
0.6 122 0.0020 3.22 10.12 Circular Channel (pipe), Pipe #5-#6
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50' n= 0.013
0.5 131 0.0038 4.44 13.95 Circular Channel (pipe), Pipe #6~7
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50' n= 0.013
0.5 122 0.0022 3.92 19.24 Circular Channel (pipe), Pipe #7~t8
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
0.5 132 0.0033 4.80 23.56 Circular Channel (pipe), Pipe #8-#9
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
0.3 85 0.0045 5.61 27.52 Circular Channel (pipe), Pipe #9-#9A
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
4.6 822 Total

Waynesville Sand Filter A Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond SF-A: Sand Filter A
Hydrograph
^ Inflow
® Primary
w
3
0
LL
Time (hours)

Waynesville Sand Filter A Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-$00-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond SF-A: Sand Filter A
[93] Warning: Storage range exceeded by 1.88'
[88] Warning: Qout>Qin may require Finer Routing.>1
[85] Warning: Oscillations may require Finer Routing>1
Inflow Area = 213,376 sf, Inflow Depth = 6.13" for 100yr event
Inflow = 48.38 cfs @ 11.95 hrs, Volume= 108,950 cf
Outflow = 57.83 cfs @ 11.96 hrs, Volume= 108,950 cf, Atten= 0%, Lag= 0.5 min
Primary = 57.83 cfs @ 11.96 hrs, Volume= 108,950 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Peak Elev= 2,757.88' @ 11.96 hrs Surf.Area= 8,625 sf Storage= 17,193 cf
Plug-Flow detention time= 6.2 min calculated for 108,914 cf (100% of inflow)
Center-of-Mass det. time= 6.2 min (762.0 - 755.8 )
Volume Invert Avail.Storage Storage Description
#1 2,752.00' 11,538 cf 5.00'W x 115.00'L x 4.00'H STONE x 15
34,500 cf Overall - 5,655 cf Embedded = 28,845 cf x 40.0% Voids
#2 2,753.00' 471 cf 24.0"D x 75.00'L Header x 2 Inside #1
#3 2,753.00' 5,184 cf 24.0"D x 110.00'L PIPE x 15 Inside #1
17,193 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 2,748.00' 12.0" Vert. Orifice/Grate C= 0.600
#2 Primary 2,755.00' 6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)
#3 Device 2 2,748.00' 36.0" x446.0' long Culvert RCP, rounded edge headwall, Ke= 0.100
Outlet Invert= 2,747.11' S= 0.0020'/' Cc= 0.900
n= 0.013 Concrete pipe, bends 8~ connections
Primary OutFlow Max=57.53 cfs @ 11.96 hrs HW=2,757.85' (Free Discharge)
1-Orifice/Grate (Orifice Controls 11.56 cfs @ 14.72 fps)
Sharp-Crested Rectangular Weir (Passes 45.97 cfs of 85.38 cfs potential flow)
3=Culvert (Outlet Controls 45.97 cfs @ 6.50 fps)

Waynesville Sand Filter A Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HvdroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 4S: Drainage Dist. M,N,P,Q,U,V,BB
Hydrograph
^ Runoff
Type II 24-hr 100yr
45 Rainfall=6.72"
40 Runoff Area=213,376 sf
35 Runoff Volume=108,950 cf
,~ 3° Runoff Depth=6.13"
~ 25 Flow Length=822'
" Tc=4.6 min
20
CN=95
15
1
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville Sand Filter A Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 4S: Drainage Dist. M,N,P,Q,U,V,BB
Runoff = 48.38 cfs @ 11.95 hrs, Volume= 108,950 cf, Depth= 6.13"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type II 24-hr 100yr Rainfall=6.72"
Area (sf) CN Description
5,125 39 M - >75% Grass cover, Good, HSG A
75,649 98 N -Paved parking & roofs
2,880 39 P - >75% Grass cover, Good, HSG A
46,292 98 Q -Paved parking & roofs
2,876 39 U - >75% Grass cover, Good, HSG A
45,176 98 V -Paved parking & roofs
35,378 98 BB -Paved parking & roofs
213,376 95 Weighted Average
10,881 Pervious Area
202,495 Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) ~ft/sec) (cfs)
2.2 230 0.0240 1.77 Sheet Flow, PVMT
Smooth surfaces n= 0.011 P2= 3.28"
0.6 122 0.0020 3.22 10.12 Circular Channel (pipe), Pipe #5~6
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50' n= 0.013
0.5 131 0.0038 4.44 13.95 Circular Channel (pipe), Pipe #6-#7
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50' n= 0.013
0.5 122 0.0022 3.92 19.24 Circular Channel (pipe), Pipe #7~#8
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
0.5 132 0.0033 4.80 23.56 Circular Channel (pipe), Pipe #8~9
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
0.3 85 0.0045 5.61 27.52 Circular Channel (pipe), Pipe #9-#9A
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
4.6 822 Total

6S
Drainage Dist.
X,Y,Z,AA, DD, EE, FF,QQ
SF-B
Sand Filter B
Subcat Reach on Link

Waynesville Sand Filter B Type Il 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
~~ hies may he ~3€~rchased at w~r~v.hydrocad.net. Full programs also include complete printed
~:ccur~entation, technical support, training materials, and additional features which are essential for actual
design work.
fond ~~-B: ~an~ ~~~~~~
Hydrograph
~ Inflow
p Primary
a
U
O
LL
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville Sand Filter B Type 11 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond SF-B: Sand Filter B
[93] Warning: Storage range exceeded by 2.08'
[88~ Warning: Qout>Qin may require Finer Routing>1
[85J Warning: Oscillations may require Finer Routing>1
Inflow Area = 197,176 sf, Inflow Depth = 3.98" for 10yr event
Inflow = 32.12 cfs @ 11.92 hrs, Volume= 65,463 cf
Outflow = 56.25 cfs @ 11.93 hrs, Volume= 65,463 cf, Atten= 0%, Lag= 0.3 min
Primary = 56.25 cfs @ 11.93 hrs, Volume= 65,463 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Peak Elev= 2,754.08' @ 11.93 hrs Surf.Area= 10,500 sf Storage= 15,239 cf
Plug-Flow detention time= 57.6 min calculated for 65,441 cf (100% of inflow)
Center-of-Mass det. time= 57.5 min (821.1 - 763.6 )
Volume Invert Avail.Storage Storage Description
#1 2,749.00' 10,841 cf 30.00'V1t x 350.00`L x 3.00`H STONE
31,500 cf Overall - 4,398 cf Embedded = 27,102 cf x 40.0% Voids
#2 2,749.00' 4,398 cF 24A"D x 350.00°L PIPE x 4 Inside #1
15,239 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 0.00' 6.000 in/hr Exfltration over Horizontal area
#2 Primary 2,752.00' 6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)
#3 Device 2 2,745.18' 36.0" x 106.0' long Culvert RCP, rounded edge headwall, Ke= 0. i00
Outlet Invert= 2,745.00' S= 0.0017 '/' Cc= 0,900
n= 0.013 Concrete pipe, bends & connections
Primary OutFlow Max=55.86 cfs @ 11.93 hrs HW=2,754.07' (Free Discharge)
1-Exfiltration (Exfiltration Controls 1.46 cfs)
2=Sharp-Crested Rectangular Weir (Weir Controls 54.40 cfs @ 4.70 fps)
t-3=Culvert (Passes 54.40 cfs of 59.69 cfs potential flow)

Waynesville Sand Filter B Type 11 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 6S: Drainage Dist. X,Y,Z,AA,DD,EE,FF,QQ
Hydrograph
^ Runoff
32 Type II 24-hr 10yr
30.
28 Rainfall=4.56"
26: Runoff Area=197,176 sf
24.
22 Runoff Volume=65,463 cf
20 Runoff Depth=3.98"
LL 16 Flow Length=230'
14 Slope=0.0240 '/'
12 Tc=2.2 min
10
8- CN=95
6
4:
2-
0
0 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville Sand Filter B Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
~droCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 6S: Drainage Dist. X,Y,Z,AA,DD,EE,FF,QQ
Runoff = 32.12 cfs @ 11.92 hrs, Volume= 65,463 cf, Depth= 3.98"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type II 24-hr 10yr Rainfall=4.56"
Area (sfl CN Description
26,983 98 DD -Paved Parking
49,923 98 EE -Paved Parking
28,324 98 FF -Paved Parking
2,070 98 QQ -Paved Parking
2,937 39 X -Grass
43,271 98 Y -Paved Parking
6,182 39 Z -Grass
37,486 98 AA -Paved Parking
197,176 95 Weighted Average
9,119 Pervious Area
188,057 Impervious Area
Tc Length Slope Velocity Capacity Description
_ (min) (feet) (ft/ft ) (ft/sec) (cfs)
2.2 230 0.0240 1.77 Sheet Flow, PVMT
Smooth surfaces n= 0.011 P2= 3.28"

Waynesville Sand Filter B Type ll 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15!2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond SF-B: Sand Filter B
Hydrograph
^ Inflow
® Primary
N
V
O
LL
Time (hours)

Waynesville Sand Filter B Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER sln 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond SF-B: Sand Filter B
[93] Warning: Storage range exceeded by 2.06'
[88] Warning: Qout>Qin may require Finer Routing>1
[85] Warning: Oscillations may require Finer Routing>1
Inflow Area = 197,176 sf, Inflow Depth = 6.13" for 100yr event
Inflow = 48.10 cfs @ 11.92 hrs, Volume= 100,678 cf
Outflow = 55.44 cfs @ 11.92 hrs, Volume= 100,678 cf, Atten= 0%, Lag= 0.0 min
Primary - 55.44 cfs @ 11.92 hrs, Volume= 100,678 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Peak Elev= 2,754.06' @ 11.92 hrs Surf.Area= 10,500 sf Storage= 15,239 cf
Plug-Flow detention time= 49.8 min calculated for 100,645 cf (100% of inflow)
Center-of-Mass det. time= 49.8 min (803.4 - 753.6 )
Volume Invert Avail.Storage Storage Description
#1 2,749.00' 10,841 cf 30.00'W x 350.00'L x 3.00'H STONE
31,500 cf Overall - 4,398 cf Embedded = 27,102 cf x 40.0% Voids
#2 2 749.00' 4,398 cf 24.0"D x 350.00'L PIPE x 4 inside #1
15,239 cf Total Available Storage
Device Routing Invert Outlet Devices
#1 Primary 0.00' 6.000 in/hr Exfiltration over Horizontal area
#2 Primary 2,752.00' 6.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)
#3 Device 2 2,745.18' 36.0" x 106.0' long Culvert RCP, rounded edge headwall, Ke= 0.100
Outlet Invert= 2,745.00' S= 0.0017 '/' Cc= 0.900
n= 0.013 Concrete pipe, bends & connections
Primary OutFlow Max=55.07 cfs @ 11.92 hrs HW=2,754.05' (Free Discharge)
1=Exfiltration (Exfiltration Controls 1.46 cfs)
Sharp-Crested Rectangular Weir (Weir Controls 53.61 cfs @ 4.68 fps)
3=Culvert (Passes 53.61 cfs of 59.38 cfs potential flow)

Waynesville Sand Filter B Type 1124-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HvdroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Futl programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 6S: Drainage Dist. X,Y,Z,AA,DD,EE,FF,QQ
Hydrograph
^ Runoff
Type II 24-hr 100yr
45 Rainfall=6.72"
40- Runoff Area=197,176 sf
35 Runoff Volume=100,678 cf
30 Runoff Depth=6.13"
~ 25- Flow Length=230'
20 Slope=0.0240 '/'
Tc=2.2 m i n
15 CN=95
10
s
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville Sand Filter B Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 6S: Drainage Dist. X,Y,Z,AA,DD,EE,FF,QQ
Runoff = 48.10 cfs ~ 11.92 hrs, Volume= 100,678 cf, Depth= 6.13"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type fl 24-hr 100yr Rainfall=6.72"
Area (sf) CN Description
26,983 98 DD -Paved Parking
49,923 98 EE -Paved Parking
28,324 98 FF -Paved Parking
2,070 98 QQ -Paved Parking
2,937 39 X -Grass
43,271 98 Y -Paved Parking
6,182 39 Z -Grass
37,486 98 AA -Paved Parking
197,176 95 Weighted Average
9,119 Pervious Area
188,057 Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft ) (ft/sec) (cfs)
2.2 230 0.0240 1.77 Sheet Flow, PVMT
Smooth surfaces n= 0.011 P2= 3.28"

~s
Drainage Dist. II,JJ,TT
T-7S
Infiltration Trench
3P
Dry Pond
T-5S
Infiltration Trench
5S
Drainage Dist.
CC, GG, H H, KK-PP, RR, SS, U U
Subcat Reach on Link Drainage Diagram for Waynesville HD Infiltration Trenches
Prepared by HydroCAD SAMPLER 1-800-927-7246 vwvw.hydrocad.net 11/15/2007
HydroCAD® 8.00 SAMPLER s/n 006857 ®2006 HydroCAD Software Solutions LLC

~~
Waynesville HD Infiltration Trenches Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling 8pplications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 7S: Drainage Dist. II,JJ,TT
Hydrograph
21
20 ts.2s cts
,9 Type II 24-hr 10yr
;; Rainfall=4.56"
15. Runoff Area=125,186 sf
14 Runoff Volume=45,108 cf
~ 12
Runoff Depth=4.32"
o ;o Flow Length=800'
LL 9 Tc=4.9 m i n
8.:
7_ CN=98
^ Runoff
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville HD Infiltration Trenches Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 7S: Drainage Dist. II,JJ,TT
Runoff = 19.29 cfs @ 11.95 hrs, Volume= 45,108 cf, Depth= 4.32"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type II 24-hr 10yr Rainfall=4.56"
Area (sf) CN Description
104,141 98 Drainage District 11
13,692 98 Drainage District JJ
7,353 98 Drainage District TT
125,186 98 Weighted Average
125,186 Impervious Area
Tc Length Slope Velocity Capacity Description
_ (min) (feet) (ft/ft) (ft/sec) (cfs)
3.2 250 0.0104 1.29 Sheet Flow, Roof
Smooth surfaces n= 0.011 P2= 3.28"
0.6 155 0.0050 4.20 7.43 Circular Channel (pipe), Pipe #30-#31
Diam= 18.0" Area= 1.$ sf Perim= 4.7' r= 0.38'
n= 0.013 Concrete pipe, bends & connections
1.1 395 0.0075 6.24 19.59 Circular Channel (pipe), Pipe #31-#32
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50'
n= 0.013 Concrete pipe, bends & connections
4.9 800 Total

Waynesville HD Infiltration Trenches Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond IT-7S: Infiltration Trench
Hydrograph
^ Inflow
® Primary
v
3
0
LL
Time (hours)

Waynesville HD Infiltration Trenches Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond IT-7S: Infiltration Trench
[93] Warning: Storage range exceeded by 1.36'
[88] Warning: Qout>Qin may require Finer Routing>1
Inflow Area = 125,186 sf, Inflow Depth = 4.32" for 10yr event
Inflow = 19.29 cfs @ 11.95 hrs, Volume= 45,108 cf
Outflow = 19.39 cfs @ 11.95 hrs, Volume= 39,631 cf, Atten= 0%, Lag= 0.0 min
Primary = 19.39 cfs @ 11.95 hrs, Volume= 39,631 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 2,755.36' @ 11.95 hrs Surf.Area= 6,240 sf Storage= 9,984 cf
Plug-Flow detention time= 157.5 min calculated for 39,618 cf (88% of inflow)
Center-of-Mass det. time= 97.5 min (842.0 - 744.5 )
Volume Invert Avail.Storage Storage Description
#1 2,750.00' 9,984 cf Custom Stage Data (Prismatic) Listed below (Recalc)
24,960 cf Overall x 40.0% Voids
Elevation Su rf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
2,750.00 6,240 0 0
2,751.00 6,240 6,240 6,240
2,752.00 6,240 6,240 12,480
2,753.00 6,240 6,240 18,720
2,754.00 6,240 6,240 24,960
Device Routing Invert Outlet Devices
#1 Primary 2,754.00' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)
Primary Outi=low Max=19.34 cfs @ 11.95 hrs HW=2,755.36' (Free Discharge)
't-1=Sharp-Crested Rectangular Weir (Weir Controls 19.34 cfs @ 3.81 fps)

Waynesville HD Infiltration Trenches Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 5S: Drainage Dist. CC,GG,HH,KK-PP,RR,SS,UU
Hydrograph
^ Runoff
~- Type 1124-hr 10yr
30- Rainfall=4.56"
26 Runoff Area=253,304 sf
26
24_ Runoff Volume=75,062 cf
,~ 22 Runoff Depth=3.56"
20-
0 ,8 Flow Length=815'
u. 16
,4 Tc=5.9 min
,2 CN=91
4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville HD Infiltration Trenches Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HvdroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 5S: Drainage Dist. CC,GG,HH,KK-PP,RR,SS,UU
Runoff = 34.46 cfs @ 11.97 hrs, Volume= 75,062 cf, Depth= 3.56"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type II 24-hr 10yr Rainfall=4.56"
Area (sf) CN Description
38,547 98 CC - Pvmt
34,312 98 GG - Pvmt
44,619 98 HH - Pvmt
21,912 98 KK - Pvmt
43,000 98 LL - Pvmt
2,838 98 MM - Pvmt
6,216 98 NN - Pvmt
15,209 98 00 - Pvmt
2,893 39 PP -Grass
6,692 98 RR - Pvmt
9,577 98 SS - Pvmt
27 489 39 UU -Grass
253,304 91 Weighted Average
30,382 Pervious Area
222,922 Impervious Area
Tc Length Slope Velocity Capacity Description
(mini (feet) (ft/ft) (ft/sec) (cfs)
2.8 100 0.0023 0.59 Sheet Flow, Parking lot
Smooth surfaces n= 0.011 P2= 3.28"
0.7 137 0.0035 3.11 3.82 Circular Channel (pipe), 34 to 35
Diam= 15.0" Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013
0.7 137 0.0040 3.33 4.09 Circular Channel (pipe), 35 to 36
Diam= 15.0" Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013
0.3 95 0.0040 4.55 14.31 Circular Channel (pipe), 36-41
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50' n= 0.013
0.5 104 0.0020 3.74 18.34 Circular Channel (pipe), 41-54
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
0.8 222 0.0030 4.58 22.47 Circular Channel (pipe), 54-44
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
0.1 20 0.0035 4.94 24.27 Circular Channel (pipe), 44-39
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
5.9 815 Total

Waynesville HD Infiltration Trenches Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond IT-5S: Infiltration Trench
Hydrograph
^ Inflow
® Primary
N
w
V
O
LL
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville HD Infiltration Trenches Type 11 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s!n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond IT-5S: Infiltration Trench
[93] Warning: Storage range exceeded by 2.08'
[88] Warning: Qout>Qin may require Finer Routing>1
[85] Warning: Oscillations may require Finer Routing>1
Inflow Area = 253,304 sf, Inflaw Depth = 3.56" for 10yr event
Inflow = 34.46 cfs @ 11.97 hrs, Volume= 75,062 cf
Outflow = 35.13 cfs @ 11.96 hrs, Volume= 54,216 cf, Atten= 0%, Lag= 0.0 min
Primary = 35.13 cfs @ 11.96 hrs, Volume= 54,216 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Peak Elev= 2,757.08' @ 11.96 hrs Surf.Area= 10,430 sf Storage= 20,860 cf
Plug-Flow detention time= 150.0 min calculated for 54,216 cf (72% of inflow)
Center-of-Mass det. time= 57.0 min (843.5 - 786.6 )
Volume Invert Avail.Storage Storage Description
#1 2,750.00' 20,860 cf Custom Stage Data (Prismatic) Listed below (Recalc)
52,150 cf Overall x 40.0% Voids
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) cubic-feet)
2,750.00 10,430 0 0
2, 751.00 10,430 10,430 10,430
2,752.00 10,430 10,430 20,860
2,753.00 10,430 10,430 31,290
2,754.00 10,430 10,430 41,720
2,755.00 10,430 10,430 52,150
Device Routing Invert Outlet Devices
#1 Primary 2,755.00' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=34.94 cfs @ 11.96 hrs HW=2,757.07' (Free Discharge)
t-1=Sharp-Crested Rectangular Weir (Weir Controls 34.94 cfs @ 4.71 fps)

Waynesville HD Infiltration Trenches Type 11 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond 3P: Dry Pond
Hydrograph
® Inflow
p Primary
a
w
v
3
0
LL
Time (hours)

Waynesville HD Infiltration Trenches Type U 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond 3P: Dry Pond
[79] Warning: Submerged Pond IT-7S Primary device # 1 by 0.37'
Inflow Area = 378,490 sf, Inflow Depth = 2.98" for 10yr event
Inflow = 54.45 cfs @ 11.96 hrs, Volume= 93,847 cf
Outflow = 35.46 cfs @ 12.03 hrs, Volume= 64,908 cf, Atten= 35%, Lag= 4.2 min
Primary = 35.46 cfs @ 12.03 hrs, Volume= 64,908 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Peak Elev= 2,754.37' @ 12.03 hrs Surf.Area= 9,929 sf Storage= 32,893 cf
Plug-Flow detention time= 176.5 min calculated for 64,886 cf (69% of inflow)
Center-of-Mass det. time= 67.2 min (910.0 - 842.9 )
Volume Invert Avail.Storage Storage Description
#1 2,749.00' 39,405 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) cubic-feet) (cubic-feet)
2,749.00 1,504 0 0
2,749.50 3,247 1,188 1,188
2,750.00 3,814 1,765 2,953
2,751.00 5,107 4,461 7,414
2,752.00 6,653 5,880 13,294
2,753.00 7,979 7,316 20,610
2,754.00 9,380 $,680 29,289
2,755.00 10,852 10,116 39,405
Device Routing Invert Outlet Devices
#1 Primary 2,754.00' 24.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s)
#2 Device 1 2,746.00' 42.0" x 66.0' long Culvert CPP, square edge headwall, Ke= 0.500
Outlet Invert= 2,745.80' S= 0.0030'/' Cc= 0.900 n= 0.013
#3 Primary 2,754.00' 30.0' long x 10.0' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64
#4 Primary 0.00' 0.080 in/hr Skimmer over Surface area
Primary OutFlow Max=35.23 cfs @ 12.03 hrs HW=2,754.37' (Free Discharge)
=Sharp-Crested Rectangular Weir (Weir Controls 17.83 cfs @ 2.00 fps)
2=Culvert (Passes 17.83 cfs of 28.27 cfs potential flow)
3=Broad-Crested Rectangular Weir (Weir Controls 17.38 cfs @ 1.56 fps)
-Skimmer (Exfiltration Controls 0.02 cfs)

Waynesville HD Infiltration Trenches Type 1124-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HvdroCAD Software Solutions LLC 1 1 /1 512007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
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which may be purchased at www.hydrocad.net. Ful{ programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 7S: Drainage Dist. II,JJ,TT
Hydrograph
^ Runoff
26 Type 1124-hr 100yr
26 Rainfall=6.72"
24
22 Runoff Area=125,186 sf
2U Runoff Volume=67,612 cf
,8 Runoff Depth=6.48"
,° ,4 Flow Length=800'
12_ Tc=4.9 min
,o CN=98
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville HD Infiltration Trenches Type 1124-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
~droCAD®8 00 SAMPLER s/n 006857 ©2006 HvdroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 7S: Drainage Dist. II,JJ,TT
Runoff = 28.52 cfs @ 11.95 hrs, Volume= 67,612 cf, Depth= 6.48"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type II 24-hr 100yr Rainfall=6.72"
Area (sf) CN Description
104,141 98 Drainage District II
13,692 98 Drainage District JJ
7,353 98 Drainage District TT
125,186 98 Weighted Average
125,186 Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
3.2 250 0.0104 1.29 Sheet Flow, Roof
Smooth surfaces n= 0.011 P2= 3.28"
0.6 155 0.0050 4.20 7.43 Circular Channel (pipe), Pipe #3031
Diam= 18.0" Area= 1.8 sf Perim= 4.7' r= 0.38'
n= 0.013 Concrete pipe, bends & connections
1.1 395 0.0075 6.24 19.59 Circular Channel (pipe), Pipe #31-#32
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50'
n= 0.013 Concrete pipe, bends &_connections
4.9 800 Total

Waynesville HD Infiltration Trenches Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond IT-7S: Infiltration Trench
Hydrograph
L'' Inflow
`, f Primary
Inflow Area=125,186 sf
Peak Elev=2,755.76'
Storage=9,984 cf
20
~+ 18
v
16
LL 14
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville HD Infiltration Trenches Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only.. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond IT-7S: Infiltration Trench
[93] Warning: Storage range exceeded by 1.76'
Inflow Area = 125,186 sf, Inflow Depth = 6.48" for 100yr event
Inflow = 28.52 cfs @ 11.95 hrs, Volume= 67,612 cf
Outflow = 27.93 cfs @ 11.95 hrs, Volume= 36,323 cf, Atten= 2%, Lag= 0.0 min
Primary = 27.93 cfs @ 11.95 hrs, Volume= 36,323 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs / 2
Peak Elev= 2,755.76' @ 11.95 hrs Surf.Area= 6,240 sf Storage= 9,984 cf
Plug-Flow detention time= 102.9 min calculated for 36,311 cf (54% of inflow)
Center-of-Mass det. time= (not calculated: outflow precedes inflow)
Volume Invert Avail.Storage Storage Description
#1 2,750.00' 9,984 cf Custom Stage Data (Prismatic) Listed below (Recalc)
24,960 cf Overall x 40.0°I° Vaids
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
2,750.00 6,240 0 0
2,751.00 6,240 6,240 6,240
2,752.00 6,240 6,240 12,480
2,753.00 6,240 6,240 18,720
2,754.00 6,240 6,240 24,960
Device Routing Invert Outlet Devices
#1 Primary 2,754.00' 4.0' long Sharp-Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=27.86 cfs @ 11.95 hrs HW=2,755.76' (Free Discharge)
t1=Sharp-Crested Rectangular Weir (Weir Controls 27.86 cfs @ 4.34 fps)

Waynesville HD Infiltration Trenches Type 1124-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
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which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 5S: Drainage Dist. CC,GG,HH,KK-PP,RR,SS,UU
Hydrograph
^ Runoff
55 os.ia crs
Type II 24-hr 100yr
50 Rainfall=6.72"
45
Runoff Area=253,304 sf
40 Runoff Volume=119,547 cf
35 Runoff Depth=5.66"
0 30 Flow Length=815'
LL 25 Tc=5.9 min
20 CN=91
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville HD Infiltration Trenches Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 5S: Drainage Dist. CC,GG,HH,KK-PP,RR,SS,UU
Runoff = 53.19 cfs @ 11.97 hrs, Volume= 119,547 cf, Depth= 5.66"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type II 24-hr 100yr Rainfall=6.72"
Area (sf) CN Description
38,547 98 CC - Pvmt
34,312 98 GG - Pvmt
44,619 98 HH - Pvmt
21,912 98 KK - Pvmt
43,000 98 LL - Pvmt
2,838 98 MM - Pvmt
6,216 98 NN - Pvmt
15,209 98 00 - Pvmt
2,893 39 PP -Grass
6,692 98 RR - Pvmt
9,577 98 SS - Pvmt
27,489 39 UU -Grass
253,304 91 Weighted Average
30,382 Pervious Area
222,922 Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
2.8 100 0.0023 0.59 Sheet Flow, Parking lot
Smooth surfaces n= 0.011 P2= 3.28"
0.7 137 0.0035 3.11 3.82 Circular Channel (pipe), 34 to 35
Diam= 15.0" Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013
0.7 137 0.0040 3.33 4.09 Circular Channel (pipe), 35 to 36
Diam= 15.0" Area= 1.2 sf Perim= 3.9' r= 0.31' n= 0.013
0.3 95 0.0040 4.55 14.31 Circular Channel (pipe), 36-41
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50' n= 0.013
0.5 104 0.0020 3.74 18.34 Circular Channel (pipe), 41-54
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
0.8 222 0.0030 4.58 22.47 Circular Channel (pipe), 54-44
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
0.1 20 0.0035 4.94 24.27 Circular Channel (pipe), 44-39
Diam= 30.0" Area= 4.9 sf Perim= 7.9' r= 0.63' n= 0.013
5.9 815 Total

Waynesville HD Infiltration Trenches Type 1124-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond IT-5S: Infiltration Trench
Hydrograph
^ Inflow
® Primary
N
V
3
O
LL
Od
Time (hours)

Waynesville HD Infiltration Trenches Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond IT-5S: Infiltration Trench
[93] Warning: Storage range exceeded by 2.87'
[88] Warning: Qout>Qin may require Finer Routing>1
[85] Warning: Oscillations may require Finer Routing>1
Inflow Area = 253,304 sf, Inflow Depth = 5.66" for 100yr event
Inflow = 53.19 cfs @ 11.97 hrs, Volume= 119,547 cf
Outflow = 54.50 cfs @ 11.96 hrs, Volume= 98,714 cf, Atten= 0%, Lag= 0.0 min
Primary = 54.50 cfs @ 11.96 hrs, Volume= 98,714 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Peak Elev= 2,757.87' @ 11.96 hrs Surf.Area= 10,430 sf Storage= 20,860 cf
Plug-Flow detention time= 119.1 min calculated for 98,681 cf (83% of inflow)
Center-of-Mass det. time= 45.2 min (819.3 - 774.1 )
Volume Invert Avail.Storage Storage Description
#1 2,750.00' 20,860 cf Custom Stage Data (Prismatic) Listed below (Recalc)
52,150 cf Overall x 40.0% Voids
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
2, 750.00 10,430 0 0
2, 751.00 10,430 10,430 10,430
2,752.00 10,430 10,430 20,860
2,753.00 10,430 10,430 31,290
2,754.00 10,430 10,430 41,720
2,755.00 10,430 10,430 52,150
Device Routing Invert Outlet Devices
#1 Primary 2,755.00' 4.0' song Sharp-Crested Rectangular Weir 2 End Contraction(s)
Primary OutFlow Max=54.23 cfs @ 11.96 hrs HW=2,757.86' (Free Discharge)
L1=Sharp-Crested Rectangular Weir (Weir Controls 54.23 cfs @ 5.53 fps)

Waynesville HD Infiltration Trenches Type II 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond 3P: Dry Pond
Hydrograph
^ Inflow
® Primary
w
w
v
3
0
LL
Time (hours)

Waynesville HD Infiltration Trenches Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond 3P: Dry Pond
[81] Warning: Exceeded Pond IT-7S by 0.04' @ 15.01 hrs
Inflow Area = 378,490 sf, Inflow Depth = 4.28" for 100yr event
Inflow = 82.33 cfs @ 11.96 hrs, Volume= 135,036 cf
Outflow = 78.72 cfs @ 11.98 hrs, Volume= 106,098 cf, Atten= 4%, Lag= 1.1 min
Primary = 78.72 cfs @ 11.98 hrs, Volume= 106,098 cf
Routing by Stor-Ind method, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Peak Elev= 2,754.64' @ 11.98 hrs Surf.Area= 10,324 sf Storage= 35,610 cf
Plug-Flow detention time= 101.1 min calculated for 106,062 cf (79% of inflow)
Center-of-Mass det. time= 31.2 min (823.0 - 791.8 )
Volume Invert Avail.Storage Storage Description
#1 2,749.00' 39,405 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
2,749.00 1,504 0 0
2, 749.50 3, 247 1,188 1,188
2,750.00 3,814 1,765 2,953
2,751.00 5,107 4,461 7,414
2,752.00 6,653 5,880 13,294
2,753.00 7,979 7,316 20,610
2,754.00 9,380 8,680 29,289
2,755.00 10,852 10,116 39,405
Device Routing Invert Outlet Devices
#1 Primary 2,754.00' 24.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s)
#2 Device 1 2,746.00' 42.0" x66.0' long Culvert CPP, square edge headwall, Ke= 0.500
Outlet Invert= 2,745.80' S= 0.0030'/' Cc= 0.900 n= 0.013
#3 Primary 2,754.00' 30.0' long x 10.0' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.49 2.56 2.70 2.69 2.68 2.69 2.67 2.64
#4 Primary 0.00' 0.080 in/hr Skimmer over Surface area
Primary OutFlow Max=78.68 cfs @ 11.98 hrs HW=2,754.64' (Free Discharge)
1=Sharp-Crested Rectangular Weir (Passes 37.10 cfs of 40.30 cfs potential flow)
L2=Culvert (Inlet Controls 37.10 cfs @ 3.86 fps)
3=Broad-Crested Rectangular Weir (Weir Controls 41.56 cfs @ 2.16 fps)
-Skimmer (Exfiltration Controls 0.02 cfs)

8S
Drainage Dist. S and T
Subcat Reach on Link

Waynesville WM Roof Type 11 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
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which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 8S: Drainage Dist. S and T
Hydrograph
34
3°- Type II 24-hr 10yr
26- Rainfall=4.56"
26
24 Runoff Area=184,267 sf
22 Runoff Volume=66,396 cf
~ 20- Runoff Depth=4.32"
18..
0 16- Flow Length=230'
LL
14 Slope=0.0200 '/'
12
,° Tc=2.3 min
6_ CN=98
6
^ Runoff
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville WM Roof Type 11 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 8S: Drainage Dist. S and T
Runoff = 30.77 cfs @ 11.93 hrs, Volume= 66,396 cf, Depth= 4.32"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type II 24-hr 10yr Rainfall=4.56"
Area (sfl CN Description
176,928 98 WM Roof
7,339 98 T -Paved parking & roofs
184,267 98 Weighted Average
184,267 Impervious Area
Tc Length Slope Velocity Capacity Description
_ (min) (feet) (ft/ft) (ft/sec) (cfs)
2.3 230 0.0200 1.65 Sheet Flow, Roof
Smooth surfaces n= 0.011 P2= 3.28"

Waynesville WM Roof Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HvdroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 8S: Drainage Dist. S and T
Hydrograph
^ Runoff
Type 1124-hr 100yr
Rainfall=6.72"
Runoff Area=184,267 sf
Runoff Volume=99,522 cf
2$ Runoff Depth=6.48"
26-.
g 24 Flow Length=230'
tZ 22-
20- Slope=0.0200 '/'
18-
,6 Tc=2.3 min
14
,2 CN=98
10;
8
6-
4
2
0-
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Waynesville WM Roof Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 8S: Drainage Dist. S and T
Runoff = 45.48 cfs @ 11.93 hrs, Volume= 99,522 cf, Depth= 6.48"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.01 hrs
Type II 24-hr 100yr Rainfall=6.72"
Area (sf) CN Description
176,928 98 WM Roof
7,339 98 T -Paved parking & roofs
184,267 98 Weighted Average
184,267 Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
2.3 230 0.0200 1.65 Sheet Flow, Roof
Smooth surfaces n= 0.011 P2= 3.28"

1S
GS-A
Drainage Dist. "
2S
Drainage Dist.
A1,A2,B-G,K,L,O,XX
Subcat Reach on Link
BIO-BASIN C

Waynesville Bio Basin A-C Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
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which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 1S: Drainage Dist. H - J
Hydrograph
^ Runoff
Type II 24-hr 10yr
Rainfall=4.56"
,_ Runoff Area=19,875 sf
Runoff Volume=4,020 cf
Runoff Depth=2.43"
LL Flow Length=240'
Tc=18.1 min
CN=79
0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36
Time (hours)

Waynesville Bio Basin A-C Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
H ~d~ roCAD®8 00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 1S: Drainage Dist. H - J
Runoff = 1.30 cfs @ 12.11 hrs, Volume= 4,020 cf, Depth= 2.43"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs
Type II 24-hr 10yr Rainfall=4.56"
Area (sf) CN Description
4,184 39 H1>75% Grass cover, Good, HSG A
5,236 98 H2, Paved parking & roofs
8,325 98 I, Paved parking & roofs
2,130 39 J, >75% Grass cover, Good, HSG A
19,875 79 Weighted Average
6,314 Pervious Area
13,561 Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
15.4 80 0.0040 0.09 Sheet Flow, Drainage Dist. K
Grass: Short n= 0.150 P2= 3.28"
2.7 160 0.0070 1.01 Sheet Flow, Drainage Dist. I
Smooth surfaces n= 0.011 P2= 3.28"
18.1 240 Total

Waynesville Bio Basin A-C Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCADO 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
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which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond GS-A: Grass Swale A
Hydrograph
^ Inflow
® Primary
v
3
0
LL
Time (hours)

,~
Waynesville Bio Basin A-C Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond GS-A: Grass Swale A
Inflow Area = 19,875 sf, Inflow Depth = 2.43" for 10yr event
Inflow = 1.30 cfs @ 12.11 hrs, Volume= 4,020 cf
Outflow = 0.52 cfs @ 12.35 hrs, Volume= 4,018 cf, Atten= 60%, Lag= 14.3 min
Primary = 0.52 cfs @ 12.35 hrs, Volume= 4,018 cf
Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs
Peak Elev= 2,760.25' @ 12.35 hrs Surf.Area= 2,156 sf Storage= 1,268 cf
Plug-Flow detention time= 83.0 min calculated for 4,018 cf (100% of inflow)
Center-of-Mass det. time= 82.8 min (919.5 - 836.7 )
Volume Invert Avail.Storage Storage Description
#1 2,759.00' 3,220 cf Custom Stage Data (Irregular) Listed below
Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area
(feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft)
2,759.00 22 106.0 0 0 22
2,760.00 1,654 381.0 622 622 10,682
2,761.00 3,675 424.0 2,598 3,220 13,466
Device Routing Invert Outlet Devices
#1 Primary 0.00' 1.500 in/hr Exfiltration over Surface area
#2 Primary 2,759.50' 1.5" Vert. Orifice/Grate X 6.00 columns X 3 rows with 6.0" cc spacing
C= 0.600
#3 Primary 2,760.89' 12.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4 Primary 2,760.90' 2.0' long x 3.0' breadth Broad-Crested Rectangular Weir -Curb Cut
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50
Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68
2.72 2.81 2.92 2.97 3.07 3.32
Primary OutFlow Max=0.52 cfs @ 12.35 hrs HW=2,760.25' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
2=Orifice/Grate (Orifice Controls 0.45 cfs @ 3.03 fps)
3=Orifice/Grate (Controls 0.00 cfs)
-Broad-Crested Rectangular Weir -Curb Cut (Controls 0.00 cfs)

t
Waynesville Bio Basin A-C Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 2S: Drainage Dist. A1,A2,B-G,K,L,O,XX
Hydrograph
32
Type II 24-hr 10yr
Rainfall=4.56"
Runoff Area=200,976 sf
Runoff Volume=61,304 cf
0
LL
Runoff Depth=3.66"
Flow Length=890'
Tc=4.5 min
12-
,o CN=92
6
^ Runoff
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36
Time (hours)

Waynesville Bio Basin A-C Type 1124-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 2S: Drainage Dist. A1,A2,B-G,K,L,O,XX
Runoff = 29.16 cfs @ 11.95 hrs, Volume= 61,304 cf, Depth= 3.66"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs
Type II 24-hr 10yr Rainfall=4.56"
Area (sf) CN Description
39,166 98 Drainage District Al
27,952 98 Drainage District A2
26,169 98 Drainage District B
17,132 39 Drainage District C
4,667 98 Drainage District D
5,850 98 Drainage District E
7,973 98 Drainage District F
9,011 98 Drainage District G
4,455 98 Drainage District K
38,911 98 Drainage District L
16,417 98 Drainage District O
3,273 39 Drainage District XX
200,976 92 Weighted Average
20,405 Pervious Area
180,571 Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ftlsec) (cfs)
0.5 25 0.0140 0.92 Sheet Flow, Roof
Smooth surfaces n= 0.011 P2= 3.28"
0.3 25 0.0010 1.27 0.69 Circular Channel (pipe), Roof to #3b
Diam= 10.0" Area= 0.5 sf Perim= 2.6' r= 0.21' n= 0.013
1.8 348 0.0050 3.21 2.52 Circular Channel (pipe), Pipe #3b to #3
Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013
0.8 200 0.0052 4.29 7.57 Circular Channel (pipe), Pipe #3 to #16
Diam= 18.0" Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013
0.8 212 0.0052 4.29 7.57 Circular Channel (pipe), Pipe #16 tp #17
Diam= 18.0" Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013
0.3 80 0.0052 5.19 16.31 Circular Channel (pipe), Pipe #17 to BB C
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50' n= 0.013
4.5 890 Total

Waynesville Bio Basin A-C Type 11 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond BB-C: BIO-BASIN C
Hydrograph
Inflow Area=220,851 sf
Peak Elev=2,753.76'
Storage=25,461 cf
~ 1
1
0
u. 1
® Inflow
Outflow
'_ Primary
Secondary
0 1 2 3 4 5 6 7 8 9 101112131415161718192021222324252627282930313233343536
Time (hours)

Waynesville Bio Basin A-C Type 11 24-hr 10yr Rainfall=4.56"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond BB-C: BIO-BASIN C
Inflow Area = 220,851 sf, Inflow Depth = 3.55" for 10yr event
Inflow = 29.34 cfs @ 11.95 hrs, Volume= 65,323 cf
Outflow = 2.20 cfs @ 12.62 hrs, Volume= 65,323 cf, Atten= 93%, Lag= 39.9 min
Primary = 2.20 cfs @ 12.62 hrs, Volume= 65,323 cf
Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs
Peak Elev= 2,753.76' @ 12.62 hrs Surt.Area= 15,817 sf Storage= 25,461 cf
Plug-Flow detention time= 91.4 min calculated for 65,323 cf (100% of inflow)
Center-of-Mass det. time= 91.4 min (880.9 - 789.5 )
Volume Invert Avail.Storage Storage Description
#1 2,752.00' 45,937 cf Custom Stage Data (Irregular) Listed below
Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area
(feet) (sq-ft) (feet) (cubic-feet? (cubic-feet) (sq-ft)
2,752.00 12,511 605.0 0 0 12,511
2,753.00 14,355 624.0 13,422 13,422 14,468
2,754.50 17,228 652.0 23,655 37,077 17,468
2,755.00 18,215 662.0 8,860 45,937 18,564
Device Routing Invert Outlet Devices
#1 Primary 0.00' 6.000 in/hr Exfiltration over Horizontal area
#2 Secondary 2,754.00' 24.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s)
#3 Device 2 2,750.28' 36.0" x 56.0' long Culvert RCP, rounded edge headwall, Ke= 0.100
Outlet Invert= 2,750.00' S= 0.0050'/' Cc= 0.900
n= 0.013 Concrete pipe, bends & connections
#4 Secondary 2,754.50' 20.0' long x 5.0' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65
2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88
Primary OutFlow Max=2.20 cfs @ 12.62 hrs HW=2,753.76' (Free Discharge)
L1=Exfiltration (Exfiltration Controls 2.20 cfs)
econdary OutFlow Max=0.00 cfs @ 0.00 hrs HW=2,752.00' (Free Discharge)
Sharp-Crested Rectangular Weir (Controls 0.00 cfs)
3=Culvert (Controls 0.00 cfs)
-Broad-Crested Rectangular Weir (Controls 0.00 cfs)

Waynesville Bio Basin A-C Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 1S: Drainage Dist. H - J
Hydrograph
^ Runoff
Type 1124-h r 100yr
2 Rainfall=6.72"
Runoff Area=19,875 sf
Runoff Volume=7,170 cf
Runoff Depth=4.33"
LL Flow Length=240'
Tc=18.1 min
CN=79
a-.
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36
Time (hours)

Waynesville Bio Basin A-C Type 1124-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
~droCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 1S: Drainage Dist. H - J
Runoff = 2.31 cfs @ 12.10 hrs, Volume= 7,170 cf, Depth= 4.33"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs
Type II 24-hr 100yr Rainfall=6.72"
Area (sf) CN Description
4,184 39 H 1 >75% Grass cover, Good, HSG A
5,236 98 H2, Paved parking & roofs
8,325 98 I, Paved parking & roofs
2,130 39 J, >75% Grass cover, Good, HSG A
19,875 79 Weighted Average
6,314 Pervious Area
13,561 Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
15.4 80 0.0040 0.09 Sheet Flow, Drainage Dist. K
Grass: Short n= 0.150 P2= 3.28"
2.7 160 0.0070 1.01 Sheet Flow, Drainage Dist. I
Smooth surfaces n= 0.011 P2= 3.28"
18.1 240 Total

Waynesville Bio Basin A-C Type 1124-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroGAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond GS-A: Grass Swale A
Hydrograph
® Inflow
Primary
w
v
3
0
LL
Time (hours)

Waynesville Bio Basin A-C Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HvdroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond GS-A: Grass Swale A
Inflow Area = 19,875 sf, Inflow Depth = 4.33" for 100yr event
Inflow = 2.31 cfs @ 12.10 hrs, Volume= 7,170 cf
Outflow = 0.86 cfs @ 12.35 hrs, Volume= 7,168 cf, Atten= 63%, Lag= 15.2 min
Primary = 0.86 cfs @ 12.35 hrs, Volume= 7,168 cf
Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs
Peak Elev= 2,760.66' @ 12.35 hrs Surf.Area= 2,992 sf Storage= 2,342 cf
Plug-Flow detention time= 67.8 min calculated for 7,166 cf (100% of inflow)
Center-of-Mass det. time= 67.8 min (888.0 - 820.2 )
Volume Invert Avail.Storage Storage Description
#1 2,759.00' 3,220 cf Custom Stage Data (Irregular) Listed below
Elevation Su rf.Area Perim. Inc.Store Cum.Store Wet.Area
(feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft)
2,759.00 22 106.0 0 0 22
2,760.00 1,654 381.0 622 622 10,682
2,761.00 3,675 424.0 2,598 3,220 13,466
Device Routing Invert Outlet Devices
#1 Primary 0.00' 1.500 in/hr Exfiltration over Surface area
#2 Primary 2,759.50' 1.5" Vert. Orifice/Grate X 6.00 columns X 3 rows with 6.0" cc spacing
C= 0.600
#3 Primary 2,760.89' 12.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600
#4 Primary 2,760.90' 2.0' long x 3.0' breadth Broad-Crested Rectangular Weir -Curb Cut
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50
Coef. (English) 2.44 2.58 2.68 2.67 2.65 2.64 2.64 2.68 2.68
2.72 2.81 2.92 2.97 3.07 3.32
Primary OutFlow Max=0.86 cfs @ 12.35 hrs HW=2,760.66' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.10 cfs)
2=Orifice/Grate (Orifice Controls 0.76 cfs @ 3.43 fps)
3=Orifice/Grate (Controls 0.00 cfs)
-Broad-Crested Rectangular Weir -Curb Cut (Controls 0.00 cfs)

Waynesville Bio Basin A-C Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HvdroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 2S: Drainage Dist. A1,A2,B-G,K,L,O,XX
Hydrograph
^ Runoff
Type II 24-hr 100yr
Rainfall=6.72"
Runoff Area=200,976 sf
Runoff Volume=96,778 cf
26 Runoff Depth=5.78"
22 Flow Length=890'
;8 Tc=4.5 min
14 CN=92
,2
10
8
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36
Time (hours)

Waynesville Bio Basin A-C Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 1 1 /1 512007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Subcatchment 2S: Drainage Dist. A1,A2,B-G,K,L,O,XX
Runoff = 44.61 cfs @ 11.95 hrs, Volume= 96,778 cf, Depth= 5.78"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs
Type II 24-hr 100yr Rainfall=6.72"
Area (sf) CN Description
39,166 98 Drainage District Al
27,952 98 Drainage District A2
26,169 98 Drainage District B
17,132 39 Drainage District C
4,667 98 Drainage District D
5,850 98 Drainage District E
7,973 98 Drainage District F
9,011 98 Drainage District G
4,455 98 Drainage District K
38,911 98 Drainage District L
16,417 98 Drainage District O
3,273 39 Drainage District XX
200,976 92 Weighted Average
20,405 Pervious Area
180,571 Impervious Area
Tc Length Slope Velocity Capacity Description
_(min) (feet) (ft/ft) (ft/sec) (cfs)
0.5 25 0.0140 0.92 Sheet Flow, Roof
Smooth surfaces n= 0.011 P2= 3.28"
0.3 25 0.0010 1.27 0.69 Circular Channel (pipe), Roof to #3b
Diam= 10.0" Area= 0.5 sf Perim= 2.6' r= 0.21' n= 0.013
1.8 348 0.0050 3.21 2.52 Circular Channel (pipe), Pipe #3b to #3
Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013
0.8 200 0.0052 4.29 7.57 Circular Channel (pipe), Pipe #3 to #16
Diam= 18.0" Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013
0.8 212 0.0052 4.29 7.57 Circular Channel (pipe), Pipe #16 tp #17
Diam= 18.0" Area= 1.8 sf Perim= 4.7' r= 0.38' n= 0.013
0.3 80 0.0052 5.19 16.31 Circular Channel (pipe), Pipe #17 to BB C
Diam= 24.0" Area= 3.1 sf Perim= 6.3' r= 0.50' n= 0.013
4.5 890 Total

Waynesville Bio Basin A-C Type 1124-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond BB-C: BIO-BASIN C
Hydrograph
Inflow Area=220,851 sf
Peak Elev=2,754.35'
Storage=34,753 cf
~~
3 25 ~a.s
0
LL
10
5
® Inflow
Outflow
p Primary
C ~' Secondary
2 3 4 5 6 7 8 9 101112131415161718192021222324252627282930313233343536
Time (hours)

,:
Waynesville Bio Basin A-C Type 11 24-hr 100yr Rainfall=6.72"
Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net
HydroCAD® 8.00 SAMPLER s/n 006857 ©2006 HydroCAD Software Solutions LLC 11/15/2007
This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and
educational use only. For actual design or modeling applications you must use a full version of HydroCAD
which may be purchased at www.hydrocad.net. Full programs also include complete printed
documentation, technical support, training materials, and additional features which are essential for actual
design work.
Pond BB-C: BIO-BASIN C
Inflow Area = 220,851 sf, Inflow Depth = 5.65" for 100yr event
Inflow - 44.96 cfs @ 11.95 hrs, Volume= 103,946 cf
Outflow = 18.80 cfs @ 12.04 hrs, Volume= 103,946 cf, Atten= 58%, Lag= 5.6 min
Primary = 2.35 cfs @ 12.04 hrs, Volume= 87,695 cf
Secondary = 16.44 cfs @ 12.04 hrs, Volume= 16,251 cf
Routing by Stor-Ind method, Time Span= 0.00-36.00 hrs, dt= 0.01 hrs
Peak Elev= 2,754.35' @ 12.04 hrs Surf.Area= 16,946 sf Storage= 34,753 cf
Plug-Flow detention time= 91.6 min calculated for 103,917 cf (100% of inflow)
Center-of-Mass det. time= 91.5 min (868.7 - 777.2 )
Volume Invert Avail.Storage Storage Description
#1 2,752.00' 45,937 cf Custom Stage Data (Irregular) Listed below
Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area
(feet) (sq-ft) (feet) (cubic-feet) (cubic-feet) (sq-ft)
2,752.00 12,511 605.0 0 0 12,511
2,753.00 14,355 624.0 13,422 13,422 14,468
2,754.50 17,228 652.0 23,655 37,077 17,468
2,755.00 18,215 662.0 8,860 45,937 18,564
Device Routing Invert Outlet Devices
#1 Primary 0.00' 6.000 in/hr Exftltration over Horizontal area
#2 Secondary 2,754.00' 24.0' long Sharp-Crested Rectangular Weir 0 End Contraction(s)
#3 Device 2 2,750.28' 36.0" x 56.0' long Culvert RCP, rounded edge headwall, Ke= 0.100
Outlet Invert= 2,750.00' S= 0.0050'/' Cc= 0.900
n= 0.013 Concrete pipe, bends & connections
#4 Secondary 2,754.50' 20.0' long x 5.0' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65
2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88
Primary OutFlow Max=2.35 cfs @ 12.04 hrs HW=2,754.35' (Free Discharge)'
t-1=Exfltration (Exfiltration Controls 2.35 cfs)
econdary OutFlow Max=16.36 cfs @ 12.04 hrs HW=2,754.35' (Free Discharge)
Sharp-Crested Rectangular Weir (Weir Controls 16.36 cfs @ 1.94 fps)
3=Culvert (Passes 16.36 cfs of 27.40 cfs potential flow)
-Broad-Crested Rectangular Weir (Controls 0.00 cfs)