HomeMy WebLinkAboutSW5161102_HISTORICAL FILE_20161207STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW51�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D
R
Corporations Division
Page 1 of 2
North Card1ha
Flalns F Marshal! DEPARTMENT orTmE
Secretary SECRETARY OF STATE
PC 8n 29=2 Raleo. INC 27626.Wn Mg)eDY-2=
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Luihn Four, Inc.
Business Corporation Information
Sosld:
0310043
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
7/24/1992
Fiscal Month:
December
State of Incorporation:
NC
n
Registered Agent:
Luihn, S Allan
O
Corporate Addresses
x
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
Officers
2950 Gateway Centre Blvd
Morrisville, NC 27560-9615
2950 Gateway Centre Blvd
Morrisville, INC 27560-9615
2950 Gateway Centre Blvd
Morrisville, INC 27560-9615
2950 Gateway Centre Blvd
Morrisville, NC 27560-9615
.p
49,
Account
Login
Register
President:
Allan J Luihn
2950 Gateway Centre Blvd
Morrisville NC 27560
Vice President:
James S Luihn
2950 Gateway Centre Blvd
Morrisville NC 27560
Corporate Secretary:
Sandra Luihn-Argay
2950 Gateway Centre Blvd.
Morrisville NC 27560
Treasurer:
Cynthia Luihn-Toma
2950 Gateway Centre Blvd
Morrisville NC 27560
Stock
Class:
COMMON
Shares:
20000
Par Value:
0
Class:
PREFERRED
https://www.sosnc.gov/Search/profcorp/4926511 11/8/2016
corporations Division Page 2 of 2
Shares: 80000
Par Value: 0
https://www.sosnc.gov/Search/profcorp/4926511 11/8/2016
COMMERCIAL
SITE DESIGN
TRANSMITTAL COVER SHEET
8312CreedmoorRoad Raleigh, NC27613
919.848.6121 Phone 919.848.3741 Fax
w w w, c s i t e d e s i g n. c o in
Mike
c:
Randall
DEC _ 7 7o16
NCD17Q — StomTwater Permitting
512 North Salisbury Street
Raleigh, NC 27604
919-807-6374
SENDER:
PROJECT NAME:
Cluis Clayton
Taco Bell Restaurant— Youngsville, NC
DATE:
11 /08/16
PROJECT NUMBER:
I,UFI-1508
BOVERNIGHT ❑REGUTAR MAIL
0 HAND DELIVER ❑ HOLD FOR PICKUP
COPIES
DATE
I DESCRIPTION
1
$505 Check for Application fees
1
Stornwater Narrative latter (sec Calculation Booklet)
2
S\x i\I Pemilt Applicarion (I�omi SV: U-101) (Odgual and one mpj)
1
Stotmceptor O&M Agreement
I
USGS Alap (see stonnwater calculation booklet)
I
Current Deed
Stormwater Calculation Booklet
I
2 sets
Civil Plan sets (fo&led)
1
Secretary of State Listing for Luihn Four, Inc. Nov 11 nn
NOTESICOMMENTS:
Nhke,
L4hYBWUA,T,Z,.t�E�0U pS
Enclosed are the necessary plans and documents to initiate stonnwater review for the proposed "I'aco Dell
restaurant site in Youngsville, NC to be located in the Youngsville Crossing Shopping Center which is located
on the southeast corner of US Highway 1 and Highway 96 (Lot 7 of Youngsville Crossing). The site is
immediately south of the existing First Citizens Bank. Per our call last week, you indicated that we could
utilize a Stormceptor Water Quality Unit for our required water quality.
Call or email me if you have any questions.
Thanks,
Chris Clavto❑
919-848-6121
Clayton Qa csitedesign.com
a
COMMERCIAL
SITE DESIGN
aga-11-14vig
DEC - 7 7016
8312Creed moor Road Raleigh, NC27613
919.848.6121 Phone 919.848.3741 Fax
www.csitedesign.com
Stormwater Management Report
Submitted:
City of Youngsville
Prepared for:
Taco Bell
U.S. Highway 1
Youngsville, NC
CSD Project No: LUH-1508
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VICINITY MAP
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Prepared by:
COMMERCIAL SITE DESIGN, PLLC
8312 Creedmoor Road
Raleigh, North Carolina 27613
November 1, 2016
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Table of Contents
ProjectDescription..........................................................................................................................
2
ExistingConditions.........................................................................................................................
2
AdjacentAreas.............................................................:..................................................................
2
ProposedConditions.......................................................................................................................
2
Stormwater Requirements...............................................................................................................
2
CalculationMethodology................................................:...............................................................
2
Listof Appendices: .......................................................................................................................
3
AppendixA — Site Maps...............................................................................................................
3
➢ Soils Survey Map.....................................................................................................................
3
➢ FIRM Panel..............................................................................................................................
3
➢ USGS Topo Map.....................................................................................................................
3
➢ Pre -development Drainage Area Map.....................................................................................
3
➢ Post -development Drainage Area Map....................................................................................
3
AppendixB — Stormceptor Report........................................................
:..................................... 3
1
Taco Bell -�
viNC LUH-1
LUH-1508 �
Project Description
This project will consist of the development of a vacant lot containing 1.37 acres. The proposed site is
located on U.S. Highway I and is known as Lot 7 in the Gemini Youngsville Crossing development.
The proposed development will result in a single story Taco Bell restaurant with drive-thru and
associated parking.
Existing Conditions
The site is currently vacant and runoff from the site sheet flows across the site from the northwest to the
southeast. There are no existing stormwater structures on -site.
The NRCS Soils Survey mapping included in Appendix A shows that the soils on the site are: CaB —
Cecil sandy loam, 2 to 6 percent slopes, belonging to hydrologic soil group "A" and CaC — Cecil sandy
loam, 6 to 10 percent slopes, belonging to hydrologic soil group "A".
Adjacent Areas
The site is bounded on the northwest by U.S. Highway 1, on the northeast by First Citizens Bank, on the
southeast by an access drive, and on the southwest by vacant property. Limits of disturbance for the
development will remain onsite with the exception of driveway and utility connections.
Proposed Conditions
The proposed improvements will consist of the construction of a single story Taco Bell restaurant with
asphalt parking. Proposed runoff will maintain existing drainage patterns. Prior to leaving the site, water
quality treatment will be provided by a Stormceptor treatment unit.
Stormwater Requirements
Stormwater treatment must be provided for added built upon area. The site must be designed to
treat runoff from the first 1" of rain from all built upon areas. See appendices of this report for
detailed information regarding water quality treatment provided by a Stormceptor unit.
Calculation Methodology
• Soils data for the site was taken from the NRCS web soil survey website
(http://websoitsurvey.nrcs.usda.gov .
• The on- and off -site topography used in the analysis is from a field survey by
Commercial Site Design.
Taco Bell
Youngsville, NC /
LUH-1508 _�
List of Appendices:
Appendix A — Site Maps
➢ Soils Survey Map
➢ FIRM Panel
➢ USGS Topo Map
➢ Pre -development Drainage Area Map
➢ Post -development Drainage Area Map
Appendix B — Stormceptor Report
Taco Bell .�
Youngsville, NC
LUH-1508
2
Taco Bell
Youngsville, NC
LUH-I508
P41
�, :. , ..�-.....y.,. � ....., e ..,...
-.,,,_ ._ -., _ , -r.�.. .... ,. ,..........
Hydrologic Soil Group —Franklin County, North Carolina
LUH-1508 Youngsville, NC
Hydrologic Soil Group
Hydrologic Soil Group— Summaryaby Map Unit- Franklin County, North Carolina; (NC069)
'. Map unit symbol
' r" Map unit name '.
:-�, Rating.,
,_ , Acres in AOI
Percent of AOI
CaB
Cecil sandy loam, 2 to 6
percent slopes
A
0.7
48.3%
CaC
Cecil sandy loam, 6 to 10
percent slopes
A
0.7
51.7%
Totals for Area of Interest
1.4
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
USDA Natural Resources Web Soil Survey 2/15/2016
'ii—M Conservation Service National Cooperative Soil Survey Page 3 of 4
2(15/2016
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GRADING AND EROSION CONTROL PLAN
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Taco Bell
Youngs%611e, NC
LUH-1508
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MATERIALS". Concrete Pipe Division
STC 900 Precast Concrete Stormceptor
(900 U.S. Gallon Capacity)
Stormceptor
Frame and Cover
Grade Adjusters to
Suit Finished Grade
8"
A
72"0
Varies n1n1et
tormceptorert®
InsWeir i
55'
Min.
A
Orifice
Plate
Drop Tee
Inlet Pipe
32" 0
Drop
Outlet Pipe
Section Thru Chamber
Oil
Port
6"
T
Outlet
Access opening
(See note #2)
Outlet
Pipe
Plan View
Oil
Port
Notes:
1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable.
2. The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port.
3. The Stormceptor System is protected by one or more of the following U.S. Patents:
#5753115,#5849181,#6068765,#6371690,#7582216,#7666303.
4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. Rinker 028
MM
Stormceptor`
Stormceptor Sizing Detailed Report
PCSWMM for Stormceptor
Project Information
Date 11/1/2016
Project Name Taco Bell
Project Number LUH-1508
Location Youngsville, NC
Stormwater Quality Objective
This report outlines how Stormceptor System can achieve a defined water quality objective through the
removal of.total suspended solids (TSS). Attached to this report is the Stormceptor Sizing Summary.
Stormceptor System Recommendation
The Stormceptor System model STC 900 achieves the water quality objective removing 87% TSS for a
F-95 (sand) particle size distribution.
The Stormceptor System
The Stormceptor oil and sediment separator is sized to treat stormwater runoff by removing pollutants
through gravity separation and flotation. Stormceptor's patented design generates positive TSS removal
for all rainfall events, including large storms. Significant levels of pollutants such as heavy metals, free oils
and nutrients are prevented from entering natural water resources and the re -suspension of previously
captured sediment (scour) does not occur.
Stormceptor provides a high level of TSS removal for small frequent storm events that represent the
majority of annual rainfall volume and pollutant load. Positive treatment continues for large infrequent
events, however, such events have little impact on the average annual TSS removal as they represent a
small percentage of the total runoff volume and pollutant load.
Stormceptor is the only oil and sediment separator on the market sized to remove TSS for a wide range of
particle sizes, including fine sediments (clays and silts), that are often overlooked in the design of other
stormwater treatment devices.
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Small storms dominate hydrologic activity, US EPA reports
"Early efforts in stormwater management focused on flood events ranging from the 2-yr
to the 100-yr storm. Increasingly stormwater professionals have come to realize that
small storms (i.e. < 1 in. rainfall) dominate watershed hydrologic parameters typically
associated with water quality management issues and BMP design. These small storms
are responsible for most annual urban runoff and groundwater recharge. Likewise, with
the exception of eroded sediment, they are responsible for most pollutant washoff from
urban surfaces. Therefore, the small storms are of most concern for the stormwater
management objectives of ground water recharge, water quality resource protection and
thermal impacts control."
"Most rainfall events are much smaller than design storms used for urban drainage
models. In any given area, most frequently recurrent rainfall events are small (less than 1
in. of daily rainfall)."
"Continuous simulation offers possibilities for designing and managing BMPs on an
individual site -by -site basis that are not provided by other widely used simpler analysis
methods. Therefore its application and use should be encouraged."
— US EPA Stormwater Best Management Practice Design Guide, Volume 1 — General
Considerations, 2004
Design Methodology
Each Stormceptor system is sized using PCSWMM for Stormceptor, a continuous simulation model based
on US EPA SWMM. The program calculates hydrology from up-to-date local historical rainfall data and
specified site parameters. With US EPA SWMM's precision, every Stormceptor unit is designed to
achieve a defined water quality objective.
The TSS removal data presented follows US EPA guidelines to reduce the average annual TSS load.
Stormceptor's unit process for TSS removal is settling. The settling model calculates TSS removal by
analyzing (summary of analysis presented in Appendix 2):
• Site parameters
• Continuous historical rainfall, including duration, distribution, peaks (Figure 1)
• Interevent periods
• Particle size distribution
• Particle settling velocities (Stokes Law, corrected for drag)
• TSS load (Figure 2)
• Detention time of the system
The Stormceptor System maintains continuous positive TSS removal for all influent flow rates. Figure 3
illustrates the continuous treatment by Stormceptor throughout the full range of storm events analyzed. It
is clear that large events do not significantly impact the average annual TSS removal. There is no decline
in cumulative TSS removal, indicating scour does not occur as the flow rate increases.
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ME
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Stormceptor`
It
N
E
n
0
0
c
Flow (cfs)
Figure 1. Runoff Volume by Flow Rate for RALEIGH DURHAM WSFO AP — NC 7069, 1948 to 2005
for 0.79 ac, 90% impervious. Small frequent storm events represent the majority of annual rainfall
volume. Large infrequent events have little impact on the average annual TSS removal, as they represent
a small percentage of the total annual volume of runoff.
Flow (cfs)
Figure 2. Long Term Pollutant Load by Flow Rate for RALEIGH DURHAM WSFO AP — 7069, 1948 to
2005 for 0.79 ac, 90% impervious. The majority of the annual pollutant load is transported by small
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MATERIALS^
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Stormceptor'
frequent storm events. Conversely, large infrequent events carry an insignificant percentage of the total
annual pollutant load.
F-
N
m
E
E
m
ti
m
a
m
E
E
U
Flow (cfs)
Stormceptor Model
STC 900
Drainage Area (ac)
0.79
TSS Removal (%)
87
Impervious (%)
90
Figure 3. Cumulative TSS Removal by Flow Rate for RALEIGH DURHAM WSFO AP — 7069, 1948 to
2005. Stormceptor continuously removes TSS throughout the full range of storm events analyzed. Note
that large events do not significantly impact the average annual TSS removal. Therefore no decline in
cumulative TSS removal indicates scour does not occur as the flow rate increases.
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MATERIALS"
Stormceptor
Appendix 1
Stormceptor Design Summary
Project Information
Date
11/1/2016
Project Name
Taco Bell
Project Number
LUH-1508
Location
Youngsville, NC
Designer Information
Company
Commercial Site Design
Contact
Brian Ellington
Notes
N/A
Drainage Area
Total Area (ac)
0.79
Imperviousness (%)
90
The Stormceptor System model STC 900 achieves the
water quality objective removing 87% TSS for a F-95
(sand) particle size distribution.
Stormceptor Sizing Summary
Rainfall
Name
RALEIGH DURHAM WSFO AP
State
NC
ID
7069
Years of Records
1948 to 2005
Latitude
35°52'14"N
Longitude
78*47'11"W
Water Quality Objective
TSS Removal (%) 85
Upstream Storage
Storage Discharge
(ac-ft) (cfs)
0 0
Stormceptor Model
TSS Removal
%
STC 4501
79
00
87
STC 1200
87
STC 1800
87
STC 2400
90
STC 3600
91
STC 4800
93
STC 6000
94
STC 7200
95
STC 11000
96
STC 13000
97
STC 16000
97
ti
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MATERIALS"^
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Stormceptor°
Particle Size Distribution
Removing silt particles from runoff ensures that the majority of the pollutants, such as hydrocarbons and heavy
metals that adhere to fine particles, are not discharged into our natural water courses. The table below lists the
particle size distribution used to define the annual TSS removal.
F-95 sand
Particle Size
Distribution
Specific
Settling
Particle Size
Distribution
Specific
Settling
Gravity
Velocity
Gravity
Velocity
m
%
f/s
Pm
%
ft/s
53
3
2.65
0.0083
75
15
2.65
0.0133
106
42
2.65
0.0254
150
30
2.65
0.0475
212
9
2.65
0.0849
300
1
2.65
0.1439
Stormceptor Design Notes
• Stormceptor performance estimates are based on simulations using PCSWMM for Stormceptor.
• Design estimates listed are only representative of specific project requirements based on total suspended
solids (TSS) removal.
• Only the STC 450i is adaptable to function with a catch basin inlet and/or inline pipes.
• Only the Stormceptor models STC 450i to STC 7200 may accommodate multiple inlet pipes.
• Inlet and outlet invert elevation differences are as follows:
Inlet and Outlet Pioe Invert Elevations Differences
Inlet Pipe Configuration
STC 450i
STC 900 to STC
STC 11000 to
7200
STC 16000
Single inlet pipe
3 in.
1 in.
3 in.
Multiple inlet pipes
3 in.
3 in.
Only one inlet
pipe.
Design estimates are based on stable site conditions only, after construction is completed.
Design estimates assume that the storm drain is not submerged during zero flows. For submerged
applications, please contact your local Stormceptor representative.
Design estimates may be modified for specific spills controls. Please contact your local Stormceptor
representative for further assistance.
For pricing inquiries or assistance, please contact Rinker Materials 1 (800) 909-7763
www.dnkerstormceptor.com
6
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MATERIALS'"
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Appendix 2
Summary of Design Assumptions
SITE DETAILS
Site Drainage Area
Total Area (pc)
Surface Characteristics
0.79
Width (ft)
371
Slope (%)
2
Impervious Depression Storage (in.)
0.02
Pervious Depression Storage (in.)
0.2
Impervious Manning's n
0.015
Pervious Manning's h
0.25
Maintenance Frequency
Sediment build-up reduces the storage volume for
sedimentation. Frequency of maintenance is
assumed for TSS removal calculations.
Maintenance Frequency (months) 1 12
Upstream Attenuation
N 90
Infiltration Parameters
Horton's equation is used to estimate infiltration
Max. Infiltration Rate (in/hr) 2.44
Min. Infiltration Rate (in/hr) 0.4,
Decay Rate (s-1) 0.00055
Regeneration Rate (s-1) 0.01
Evaporation
Daily Evaporation Rate (inches/day) 0.1
Dry Weather Flow
Dry Weather Flow (cis) No
Stage -storage and stage -discharge relationship used to model attenuation upstream of the Stormceptor System
is identified in the tattle below.
Storage
aoft
Discharge
cfs
0
0
7 ■
ex
MATERIAL$""
,
Stormceptor®
Particle Size Distribution
Removing fine particles from runoff ensures the majority of pollutants, such as heavy metals, hydrocarbons, free oils
and nutrients are not discharged into natural water resources. The table below identifies the particle size distribution
elected to define TSS removal for the design of the Stormceptor System.
F-95 sand
Particle Size
Distribution
Specific
Settling
Particle Size
Distribution
Specific
Settling
Gravity
Velocity
Gravity
Velocity
m
%
ft/s
Pm
%
ft/s
53
3
2.65
0.0083
75
15
2.65
0.0133
106
42
2.65
0.0254
150
30
2.65
0.0475
212
9
2.65
0.0849
300
1
2.65
0.1439
100
90
80
70
m
m
60
50
5
E
40
30
20
10
0
PCSWMM for Stormceptor
Grain Size Distributions
1 10 100 1000 10000
Grain Size (um)
-*--N.IDEPFine Distribution +DK-110-t-F-95Sand i-Coarsenistribnlion
Figure 1. PCSWMM for Stormceptor standard design grain size distributions.
8 ■
ku
MATERIALS""
lit,
Stormceptor°
TSS LOADING
TSS Loading Parameters
Parameters
Target Event Mean Concentration 125
(EMC) (mg/L)
Exponential Buildup Power 0.4
Exponential Washoff Exponential 0.2
]ROLOGY ANA
PCSWMM for Stormceptor calculates annual hydrology with the US EPA SWMM and local continuous historical
rainfall data. Performance calculations of the Stormceptor System are based on the average annual removal of
TSS for the selected site parameters. The Stormceptor System is engineered to capture fine particles (silts and
sands) by focusing on average annual runoff volume ensuring positive removal efficiency is maintained during all
rainfall events, while preventing the opportunity for negative removal efficiency (scour).
Smaller recurring storms account for the majority of rainfall events and average annual runoff volume, as observed
in the historical rainfall data analyses presented in this section.
Rainfall Station
Rainfall Station RALEIGH DURHAM WSFO AP
Rainfall File Name
NC7069.NDC
Total Number of Events
8534
Latitude
35052'14"N
Total Rainfall (in.)
2416.2
Longitude
78047'11"W
Average Annual Rainfall (in.)
41.7
Elevation (ft)
416
Total Evaporation (in.)
182.3
Rainfall Period of Record (y)
58
Total Infiltration (in.)
231.5
Total Rainfall Period (y)
58
Percentage of Rainfall that is
86.0
Runoff (%)
ri
MATERIALS^"
t,
Stormceptor
Rainfall Event Analysis
Rainfall Depth
in.
No. of Events
Percentage of
Total Events
%
Total Volume
in.
Percentage of
Annual Volume
%
0.25
5906
69.2
420
17.4
0,50
1118
13.1
411
17.0
0.75
5%
7.0
372
15.4
1.00
354
4.1
309
12a
1.25
216
2.5
243
10.1
1.50
M
1.3
158
6.5
1.75
79
0.9
128
5.3
2.00
55
0.6
103
4.3
2.25
23
0.3
49
2.0
2.50
19
0.2
46
1.9
2.75
15
0.2
40
1.6
3.00
13
02
37
1.5
3.25
5
0.1
15
0.6
3.50
5
0'1
17
0.7
3,75
3
0.0
11
0.5
4.00
3
0.0
12
0.5
4.25
4
0.0
17
0.7
4.50
1 -
0.0
4
0.2
4.75
0
0.0
0
0.0
5.00
1
0.0
5
0.2
5.25
0
0.0
0
0.0
5.50
1
0.0
5
0.2
5.75
0
0.0
0
0.0
6.00
0
0.0
0
0.0
6.25
0
0.0
0
0.0
6.50
1
0.0
6
0.3
6.75
0
0.0
0
0.0
zoo
0
0.0
0
0.0
725
0
0.0
0
0.0
7.50
1
0.0
7
0.3
7.75
0
0.0
0
0.0
8.00
0
0.0
0
0.0
8.25
0
0.0
0
0.0
>8.25
0
0.0
0
0.0
LL
Frequency of Occurence by Rainfall Depths
Rainfall Depth (in.)
10
MATERIALS"
Stormceptor°
Pollutograph
C
m
m
i
m
V
LA
Flow Rate
cfs
Cumulative Mass
%
0.035
68.0
a, 141
837
0.318
91.5
0.565
95.7
0.883
97.9
1.271
99.0
1.73
99.6
2.26
% a
2,86
99.9
3.531
100.0
4.273
100A
5.085
100.0
5.968
100.0
6.an
100.0
7.946
100.0
9.041
100.0
10.206
100.0
11A42
100.0
12.749
100.0--
14.126
100.0
15,574
100.0
17.092
100.0
18.681
100.0
20,341
100.0
22.072
100.0
23.873
100o
25]44
100D
27.687
100.0
29.7
100.0
31,783
100.0
Cumulative Mass Transported by Flow Rate
For area:.79 (so), imperviousness: 90%, rainfall station: RALEIGH DURHAM WSFO AP
Flow (cfs)
11 ■
*u
/00�
MATERIALS-
,.
. �. , i
,'.
.. ; _
'..;
.;�'
..C- ,
• f
Stormceptor°
Inspection
11.'l: and of Iy , a Easy, Convenient.
,,,i Ste. oi.i.
When it rains, oils, sediment and other contaminants are captured
and contained by over 40,000 Stormceptor units operating
worldwide. While Stormceptor's patented scour prevention
technology ensures captured pollutants remain in the unit during
all rainfall events, the accumulated pollutants must eventually be
removed as part of a regular maintenance program.
If neglected, oil and sediment gradually build up and diminish any
BMP's efficiency, harming the environment and leaving owners and
operators vulnerable to fines, surcharges and bad publicity.
Maintenance is a must
Ease, frequency and cost of maintenance are often overlooked by
specifiers when considering the merits of a stormwater treatment
system. In reality, maintenance is fundamental to the long-term
performance of any stormwater quality treatment device.
While regular maintenance is crucial, it shouldn't
be complicated. An ongoing maintenance
program with Stormceptor is convenient and
practically effortless. With virtually no disruptions, you can concentrate on
your core business.
Quick inspections
Inspections are easily carried out above ground from any standard surface
access cover through a visual inspection of the orifice and drop tee
components. A sludge judge and oil dip -stick are all that are needed for
sediment and oil depth measurements.
Easy unit access
Maintenance is typically conducted from the same surface access cover,
eliminating the need for confined space entry into the unit. Your site
remains undisturbed, saving you time and money.
Imbrium
No muss, no fuss and fast
Maintenance is performed quickly and inexpensively with a
standard vacuum truck. Servicing usually takes less than
two hours, with no disruption to your site.
A complete stormwater management plan for Stormceptor
extends beyond installation and performance to regular
maintenance. It's the smart, cost-effective way to ensure
your unit continues to remove more pollutants than any
other separator for decades to come.
Stormceptor maintenance recommendations
Units should be inspected post -construction, prior to being put into service.
Inspect every six months for the first year of operation to determine the oil and sediment
accumulation rate.
In subsequent years, inspections can be based on first -year observations or local
requirements.
Cleaning is recommended once the sediment depth reaches 15% of storage capacity, (generally
taking one year or longer). Local regulations for maintenance frequency may vary.
Inspect the unit immediately after an oil, fuel or chemical spill.
A licensed waste management company should remove captured petroleum waste products
from any oil, chemical or fuel spills and dispose responsibly.
With over 40,000 units operating worldwide, Stormceptor performs and protects every day,
in every storm.
Imbrium
1 www.lmbrlumeyatems,com
i USA fSSS27988264
UANADA:DA: (56
B00) 801
Page t of 6
This certifies that there are no ddingllerd ad valoran
real astate taxes, Mdch the FreWdkl Cou q lbx
CDfiecbr ( dtagedMn #W we d No am
ParcelID s): 3�
This is not a cergMatlorl Clot tlde FIonkin Cc"
Parcel ID _ a) nla�Ol� Ort Deed Deb
By
Illlill��fl�i II��IPIII�19111!Ilfl�lllll911�lllnlll�ilmlllllll
Doc 10: 005287960006 Type: CRP
Recorded: 05/19,2016 at 12:04;11 PM
fee AMt: E1,106.00 Papa 1 of 6
FlankllnTCouRex -nty NorthCarollnd
Brandt S. Dayls Repl Ster of Deeds
Bx2040 P0289-294
Excise Tax: 1,080.00
Tax ID Number: 039982
This Instrument Prepared By: Angela Houlemard-Smith, Gemini Youngsville
16740 Birkdale Commons Parkway, Suite 306, Huntersville, NC 28078
Return to: GRANTEE
SPECIAL WARRANTY DEED
16
THIS SPECIAL WARRANTY DEED (this "Deed") is made on this L day of May, 2016, by
GEMINI YOUNGSVILLE CROSSING, LLC, a Delaware limited liability company ("Grantor"),
with an address of 16740 Birkdale Commons Parkway, Suite 306, Fluntersville, North Carolina
28078; in favor of LUIHN POUR. INC., a North Carolina corporation ("Grantee"). with an
address of 2950 Gateway Centre Boulevard, Morrisville, North Carolina 27560.
WITNESSETH:
THATGrantor, for and in consideration of the sum of ten dollars ($10.00), and other good
and valuable consideration paid by Grantee to Grantor, the receipt and sufficiency of which are
hereby acknowledged, has granted, bargained, and sold unto Grantee and Grantee's heirs and
assigns forever, the real property situate, lying, and being in Franklin County, North Carolina, as
more particularly described in Exhibit "A" attached hereto and made a part hereof (the
"Property").
TOGETHER WITH all tenements, hereditaments, and appurtenances thereto belonging
or in any way appertaining thereto.
SUBJECT TO those certain matters listed in Exhibit "B" attached hereto and made a part
hereof (collectively, the "Permitted Exceptions").
TO HAVE AND TO HOLD the same in fee simple forever.
AND the Grantor covenants with the Grantee, that Grantor has done nothing to impair such
title as Grantor received, and Grantor will warrant and defend the title against the lawful claims of
all persons claiming by, under or through Grantor, other than those certain Permitted Exceptions
DEC - 7 7016
ov DE:NR Raleigh Regional OIfiC@
o,. 1- nnnn r)-- . non n- -- 1 —4 a
Page I of 6
listed in Exhibit `B", provided, however, Grantor shall have no liability under the warranties
contained in this Deed or otherwise as to any of the Permitted Exceptions.
(Signature to follow on the Next Page)
D ..,. �. nnAn n, --. non n--- n -4 G
Page 3 or 6
IN WITNESS WHEREOF, Grantor has executed this Deed as of the day and year first
above written.
Signed, sealed, and delivered
in the presence of:
Print Name: a ta
Pr
Int Name: joa. �,Rr�
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
"Grantor"
GEMINI VOUNGSVILLE CROSSING,
LLC, a Delaware limited liability company
By: Gemini Youngsville Crossing
Manager, LLC
By: Gemini Real Estate Advisors,
LLC
By: 0" 4 M,"4,1r1,A
Dante A. Massaro, as President
a Notary Public of
7 l 1 1 County, North Carolina, do hereby certify that Dante A.
Massaro, known to me or proved on the basis of satisfactory evidence to be the person described,
personally appeared before me and acknowledged that he is the duty authorized President of
Gemini Real Estate Advisors, LLC, the manager of Gemini Youngsville Crossing Manager, LLC,
the manager of GEMINI YOUNGSVILLE CROSSING, LLC, a Delaware limited liability
company, and further acknowledged the due and voluntary execution of the foregoing instrument
for and on behalf of the said limited liability company.
Witness my hand and seal this __($''
day of May, 2016.
BARBARA GUItt Oir
Notery Pulaim. North Carolina
Iredell County
My Commission Ex Pyres
Notary P bIIC
Au ua11J, 2020
I
Print Name:���-6�,; 1fel�-
(Notarial Seal)
My commission expires:.a.�o
0-1— nnAn n, --. non n--- o —4 G
Pago 4 of 6
Exhibit "A"
(Legal Description of the Property)
Lot 7 (1.37 acres), shown on that certain plat entitled "Minor Subdivision for Youngsville
Crossing" prepared by Cawthorne, Moss & Panciera, P.C. dated June 20, 2007 and recorded in
Book 2007, Page 200, in Franklin County Registry.
D--I,. nnAn n---. nOn n— A —4 c
Page 5 of 6
Exhibit B
(Permitted Exceptions)
1 . Taxes and assessments for the year 2016 and subsequent years, which are not yet due and
payable.
2. Declaration of covenants, conditions, restrictions, easements, charges, assessments and liens
recorded in Book 1603, Page 903; as affected by instrument recorded in Book 1614, Page 237; as
amended by instrument recorded in Book 1703, Page 674; as amended by instrument recorded in
Book 1754, Page 440; as amended by instrument recorded in Book 1788, Page 954; as amended
by instrument recorded in Book 1790, Page 387; as affected by instrument recorded in Book
2015, Page 809; and any amendments and/or supplements thereto. Declaration of covenants,
conditions, restrictions, easements, charges, assessments and liens recorded in Book 1754, Page
475 and any amendments and/or supplements thereto. (All of the Franklin County Registry.)
3. Building restriction lines, easements, and any other matters shown on map or plat recorded in
Book of Maps 2007, Page 200, Franklin County Registry.
4. Title to that portion of the Land within the bounds of U.S. Ilighway 1.
5. Easement(s) or right(s)-of-way in favor of Carolina Power &- Light Company recorded in
Book 842, Page 277; Book 1010, Page 157; and, Book 1627, Page 847, all of the Franklin
County Registry.
6. Easement(s) or right(s)-of-way in favor of the Department of Transportation, an agency of the
State of North Carolina, recorded in Book 944, Page 792, Franklin County Registry.
7. Easement(s) or rights) -of -way in favor of Public Service Company of North Carolina
recorded in Book 963, Page 634; and, Book 1638. Page 435, both of the Franklin County
Registry.
S. Easement(s) or right(s)-of=way in favor of Carolina Telephone and Telegraph Company
(EMBARQ) recorded in Book 1645, Page 634, Franklin County Registry.
9. Easement(s) or right(s)-of-way in favor of McDonald's Real Estate Company recorded in
Book 1754. Page 451 Franklin County Registry.
10. Release and Quitclaim of Easement and Use Rights recorded in Book 1603, Page 932
Franklin Comity Registry.
11. Agreement Regarding Easements and Covenants recorded in Book 1603, Page 937 Franklin
County Registry.
o.-.-i-. nnnn n.- Ton n--- C —4 a
Page 6 of 6
12. Rights or claims of Food Lion, LLC in possession as tenant under an unrecorded lease, a
Memorandum or Short Fornt evidencing same being recorded in Book 1603, Page 946, Franklin
County Registry.
0--I,. Onnn n_. 00n n....._ a s c