SW3160901_HISTORICAL FILE_20160913

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

4426
0824
8K It 4 2 6 PG 0 8 2 4
Mail after recording to: Marsh Law Firm, 828 East Boulevard, Charlotte, NC 28203
This instrument was prepared by: Marsh Law Firm (Richard E. Marsh, Jr.)
QUITCLAIM DEED
No Title Examination
FILED
UNION COUNTY
CRYSTAL CRUMP
REGISTER OF DEEDS
FILED Jan 11, 2007
AT 09:10 am
BOOK 04426
START PAGE 0824
END PAGE 0825
INSTRUMENT # 01501
EXCISE TAX (None)
sWc
$0. 00 Excise Stamps
STATE OF NORTII CAROLINA SEP 13 2016
COUNTY OF UNION L-
THIS DEED is made and entered into this day of January, 2007, by and Between 16147 LANCASTER
HIGHWAY, LLC, a North Carolina limited liability company (hereinafter called "Grantor") and WC PARTNERS,
LLC, a North Carolina limited liability company (hereinafter called "Grantee"), whose permanent mailing address is 115
East Park Avenue, Suite B, Charlotte, NC 28203.
WITNESSETH:
That said Grantor, for and in consideration of the sum of Ten Dollars ($10) and other good and valuable
consideration, the receipt and sufficiency of which is hereby acknowledged, has remised and released and by these
presents does remise, release, convey and quitclaim unto the Grantee, its successors and assigns, forever, all right, title,
claim and interest of the Grantor in and to that certain lot or parcel of land situated in the Vance Township, Union
County, North Carolina, and being described as follows:
Being an Eight and Three Hundred Thirty Five Thousandths Percent (8.335%) undivided interest in and to the
following property:
All that certain lot or parcel of land situated in Vance Township, Union County, North
Carolina and more particularly shown and described on the Revised Subdivision Plat for
Fuller Family Limited Partnership and Avtex Commercial Property recorded in Cabinet
H at page 929 in the Union County Public Registry as "LOT 1" area 7.530 acres or
327,990 sq. ft.
'fax Parcel No. 07090021 W
AUG 2 9 2016
NC DENR Raleigh Regional Office

AA26.,--...... - -
0825 BK It 4 2 6 PC 0 8 2 5
Being the same property convped to Grantor by Deed from Steven W. Hopper recorded January IJ ,
2007, and recorded in Book �''\L- :) at PageC'hi�.,:: in the Union County Public Registry.
This conveyance is made subject to nil valorem taxes for the current and subsequent years, together
with all valid easements, rights -of -way, covenants, conditions, reservations and restrictions of record, if any,
and to applicable zoning, land use and other laws and regulations.
To have and to hold the aforesaid lot or parcel of land and all improvements, appurtenances and
privileges thereunto belonging to it, if any, by the Grantee, its successors and assigns, forever. The Grantor
makes no representations, covenants or warranties of any kind whatsoever with respect to the aforesaid
property. By this Deed, the Grantor releases to the Grantee whatever interest the Grantor may have in the
aforedescribed property, if any.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
executors, personal representatives and assigns and shall include singular, plural, masculine, feminine or neuter
as required by context.
IN WITNESS WHEREOF, the Grantor has hereunto set her hands and seals the day and year first
above written.
16147 LANCASTER HIGHWAY, LLC,
A North Carolina Limited Liabiljty.Compa
[COMPANY SEAL]
By:
F k K. Arey,
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
I, �A�M N -O�Au*0 , a Notary Public of said County and do hereby certify
that Frank K. Arev, Manaeef of 16147 Lancaster Highwav,LLC, a North Carolina limited liability
company, personally appeared before me this day and by authority duly given, acknowledged the due
execution of the foregoing in trument on behalf of the limited liability company. Witness my hand and
official stamp or seal this day of January, 2007.
I certify that the following person personally appeared before me this day, acknowledging to me that he or
she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
Frank K. Arev. Manager of 16147 Lancaster Highway. LLC.
January_, 2007
(O al Signature ot Wtary)
1 0 's printed name:
No ary Public
2 My commissionexpires:
\\ 6
174
`�' [NOTARY SEAL]

0
------------
SOSID: 0859013
Date Filed: 3/21/2016 11:59:00 PM
Elaine F. Marshall
LIMITED LIABILITY COMPANY ANNUAL REPI North Carolina Secretary of State
CA2016 081 02737
LIABILITY COMPANY: WC
OF STATE ID NUMBER: 085901
REPORT FOR THE YEAR: 2016
SECTION Ai: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Steve Gentry
2. SIGNATURE OF THE NEW REGISTERED AGENT:
LLC
3. REGi STERED OFFICE STREET ADDRESS 8, COUNTY
115 East Park Ave Suite B
SECTION
1. DE
, NC 28203 Mecklenburg
STATE OF FORMATION: NC
PRINCIPAL OFFICE INFORMATION
:RIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRI I CIPAL OFFICE STREET ADDRESS & COUNTY
115 East Park Ave Suite B
Charlotte NC 28203 Mecklenburg
Fling off'. Use Only
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
_ 115 East Park Ave Suite B
Charlotte NC 28203 Mecklenburg
3. PRINCIPAL OFFICE EMAIL( Privacy Redaction
21
5. PRINCIPAL OFFICE MAILING ADDRESS l7 �
115 East Park Ave Suite B
Charlotte NC 28203 Mecklenburg
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: (Steve Gentry NAME: NAME:
TITLE: Manager
TITLE: TITLE:
ADDRESS:
1
Farm Rd.
Davidson, NC 28036 Mecklenburi
ADDRESS:
D: CERTIFIPATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
I51GNATURt
Formmust be signed by a Company Official listed under Secb4l C of this form.
DAT
G. C L . Z�I ct K 0 e L.-
Type Name of Company Official Print or Type The Title of a mpany Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF S200 r J�
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

4426
0824
BK4426PG0824
Mail after recording to: Marsh Law Firm, 828 East Boulevard, Charlotte, NC 28203
This instrument was prepared by: Marsh Law Firm (Richard E. Marsh Jr.)
QUITCLAIM DEED
No Title Examination
STATE OF NORTH CAROLINA
COUNTY OF UNION
FILED
UNION COUNTY
CRYSTAL CRUMP
REGISTER OF DEEDS
FILED Jan 11, 2007
AT 09:10 am
BOOK 04426
START PAGE 0824
END PAGE 0825
INSTRUMENT # 01501
EXCISE TAX (None)
svvc
$0, 00 Excise Stamps
THIS DEED is made and entered into this V�3) day of January, 2007, by and between 16147 LANCASTER
HIGHWAY, LLC, a North Carolina limited liability company (hereinafter called "Grantor") and WC PARTNERS,
LLC, a North Carolina limited liability company (hereinafter called "Grantee"), whose permanent mailing address is 115
East Park Avenue, Suite B, Charlotte, NC 28203.
WITNESSETH:
That said Grantor, for and in consideration of the sum of Ten Dollars ($10) and other good and valuable
consideration, the receipt and sufficiency of which is hereby acknowledged, has remised and released and by these
presents does remise, release, convey and quitclaim unto the Grantee, its successors and assigns, forever, all right, title,
claim and interest of the Grantor in and to that certain lot or parcel of land situated in the Vance Township, Union
County, North Carolina, and being described as follows:
Being an Eight and Three Hundred Thirty Five Thousandths Percent (8.335%) undivided interest in and to the
following property:
All that certain lot or parcel of land situated in Vance Township, Union County, North
Carolina and more particularly shown and described on the Revised Subdivision Plat for
Fuller Family Limited Partnership and Avtex Commercial Property recorded in Cabinet
11 at page 929 in the Union County Public Registry as "LOT 1" area 7.530 acres or
327,990 sq. ft.
Tax Parcel No. 07090021 W
14
` AUG 9 q ?ms
-------NC DENR Rafetgn Regional Office

_ 4426. ..--...---
0825 3K4426PG0825
Being the same property conveyed to Grantor by Deed from Steven W. Hopper recorded January 1L ,
2007, and recorded in Book �j � � at Pageb7>�— in the Union County Public Registry.
This conveyance is made subject to ad valorem taxes for the current and subsequent years, together
with all valid easements, rights -of -way, covenants, conditions, reservations and restrictions of record, if any,
and to applicable zoning, land use and other laws and regulations.
To have and to hold the aforesaid lot or parcel of land and all improvements, appurtenances and
privileges thereunto belonging to it, if any, by the Grantee, its successors and assigns, forever. The Grantor
makes no representations, covenants or warranties of any kind whatsoever with respect to the aforesaid
property. By this Deed, the Grantor releases to the Grantee whatever interest the Grantor may have in the
aforedescribed property, if any.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
executors, personal representatives and assigns and shall include singular, plural, masculine, feminine or neuter
as required by context.
IN WITNESS WHEREOF, the Grantor has hereunto set her hands and seals the day and year first
above written.
[COMPANY SEAL]
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
16147 LANCASTER HIGHWAY, LLC,
A North Carolina Limited Liabillity,Compa
i
Frgfik K. Arey,
a Notary Public of said County and do hereby certify
that Frank K. Arev, Managei of 16147 Lancaster Hiphway,LLC, a North Carolina limited lability
company, personally appeared before me this day and by authority duly given, acknowledged the due
execution of the foregoing in trument on behalf of the limited liability company. Witness my hand and
official stamp or seal this day of January, 2007.
I certify that the following person personally appeared before me this day, acknowledging to me that he or
she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
Frank K. Arev, Manager of 16147 Lancaster Highway, LLC.
�(Oqjal Signature o tary)
o 's printed name:
No ary Public
My commission expires: to C10�
.-[NOTARY SEAL]

L,_ASAACSo
CIVIL ENGINEERING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE. 420
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
TO MIKE RANDALL
NCDEQ-DEMLR
3800 BARRETT DRIVE
RALEIGH, NORTH CAROLINA 27609
LETTER OF TRANSMITTAL
DATE: 8/26/2016 JOB NUMBER: 1 59
ATTENTION: MIKE RANDALL
RE: ADVATAGE SELF STORAGE
RECEIVED
WE ARE SENDING YOU ❑ Attached ❑ Under Separate cover via the following
) (items:
❑ shop drawings ❑ Prints ❑� Plans ❑v Applications St �Sp�cifi91ris
❑ copy of letter ❑ Disk ❑ DEWR I=Apip QUAHT),
ATOPAMAIATC:0 DDDnn m G
COPIES
DATE
NO.
DESCRIPTION
-
1
8/26/2016
1
$505 CHECK
Z
�a
2
8/26/2016
7
PLAN DRAWINGS
2
8/26/2016
1
STORMWATER PERMIT APPLICATION FORM
m
1
8/26/2016
1
BMP O&M FORM
1
8/26/2016
1
BIORETTENTION CELL SUPPLEMENT
A
c
1
8/26/2016
1
COPY OF DEED
m
`
1
8/26/2016
1 1
ILL COMPANY ANNUAL REPORT
1
8/26/2016
1
SW CALCULATION BOOK
m
v
n
rn
d
THESE ARE TRANSMITTED as checked below
❑ For approval
❑ Approved and submitted
❑ For your use
❑ Approved as noted
❑ As requested
❑ Returned for corrections
❑� For review and comment
❑,
r c• e.
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
REMARKS RECEIVED
SEP 2 0 2016
DENR-0IEMLIR
ySec SEP 1 3 '016
Land Quality Section Mooresville Regional Office V �d^'��
SO
Acl
COPY TO SIGNED /�' ia/ NICK FITZGERALD

..° Aur, 9
NC DENR Raleigh Regional Office
Advantage Self Storage
1310 Wesley Church Roa'' f
li
Indian Trail North Carolina` dUG
9 2016
NC DENR Raleigh Regional Office
4�`
sFA F/�
=ISAACSC2� �® � Oo"s�pd�9YJ�� ��/6
CIVIL ENGINEERING DESIGN & LAND SURVEYING ,fl
8720 RED OAK BOULEVARD, STE. 420 N
CHARLOTTE, N.C. 28217 8i0',
PHONE [phone] FAX [phone]
7
� SEP 13 2016
r ..
. p v
�4e SEAL -
02592E
o q1
` \N CARot
` THE ISAACS • 9 ,�`' v
GROUP, P.C.
ENGINEERING & o
��A';LAND SURVEYING ,0
!� •• NO. 0 1069 'tip
• /C � • � OQ �a�
• ��'° qTF OF A0
ti°°wn11141%
Advantage Self Storage-16126

�4S2�th

1:4.04��F
ADVANTAGE SELF STORAGE- INDIAN TRAIL 4" ld �F O
Storm water Impact Analysis and Design of Storm water Managemen���c�tX �p �OJ,
General Description and Background PDP�iasP� P
%/ 46O
The Isaacs Group proposes the expansion of a commercial development at 1310 Wesley Chape ad in
Union County, North Carolina. The existing site is approximately 7.54 acres and features existing
buildings, utilities, parking, and a detention basin. The proposed additions will feature the construction
of a ±25,045 square foot commercial storage building on -site.
The proposed development drains to East Fork Twelve Mile Creek, a class 'C' surface water, located
within the Catawba River Basin. Stormwater from the development falls under the jurisdiction of The
State's Phase II requirements.
Requirements are as follows:
1. Utilize Stormwater control measures that control and treat runoff from the first one inch of rain,
and;
2. The runoff volume drowdown time shall be greater than 48 hours, but no more than 120 hours,
and,
3. Design all structural Stormwater treatment systems to achieve 85% average annual removal of
total suspended solids, and,
4. Utilize Stormwater management measures according to the requirements in the NCDEQ BMP
Manual.
To address the applicable Stormwater management requirements, a grassed bioretention facility is
proposed. The proposed facility is designed in accordance with Chapter 12 of the NCDEQ Stormwater
BMP Manual in order to treat the additional impervious area added to the site. This report contains
calculations detailing the design of the Stormwater management facility. Please refer to the appropriate
sections for more information.
Calculations
• Rainfall data is from NOAA Atlas 14, Volume 2, Version 3, Station 31-5771 Monroe 4 SE. This
data describes a depth -duration -frequency (DDF) table describing rainfall depth versus time for
varying return periods in the Monroe, NC area. These rainfall depths were input into the
meteorological model within Pond Pack for peak flow rate calculations. Please reference the
rainfall data section.
• Using the NRCS Web Soil Survey, the on -site soils were determined to be from hydrologic soul
group (HSG)'D' soils.
• A composite SCS curve number was calculated for the post -construction condition.
• The post -development time of concentration was assumed to be 5 minutes.
• PondPack Version VBi, by Haestad Methods, was used to calculate stormwater routing through
the stormwater management facility.

Discussion of Results
The stormwater management facility meets the design requirements set forth in the NCDEQ BMP
Manual. The stormwater facility is designed to treat the first inch of rainfall from the new impervious
area proposed via roof drains leading from the building to the facility. Large flows to the facility will be
bypassed by restricting flows to the roof drains using secondary overflow structures. In addition, the
facility contains an emergency spillway and a concrete riser to quickly outlet large storm events. Please
refer to stormwater routing calculations in this report for more details.

SUMMARY OF RESULTS
Project Name: Advantage Self Storage
Project Number 16126
STORMWATER MANAGEMENT FACILITY SUMMARY - BIORETENTION FACILITY
Design Drainage Area -1 0.74 acre
Riser= 4k4'
Riser Crest = 663.00 It
s
Design Impervious Area =
0.57
acres
Barrel Diameter= 12 in
Invert In = 660.50 It
Invert Out= 660.00 It
Length = 47 It
Slope = 1.06%
STORMWATER MANAGEMENT FACILITY ROUTING RESULTS
Date: 8/24/2016
Calculated By: N. Fitzgerald, El
r Inflow outflow�-
Max WSE
Freeboard
' Return Period (cfsl Idsl {{
(ft,
1-Near 2.82 0.67 I
—(kj
o62.54
0.96 '
10-Year 5.09 3.81
662.79
0.71

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]ANtltlY1TD 5M3Nll1N NON3L 3H11 1.3 Id305'!I

Hydrologic Soil Group --Union Canty. North Carolina
(PROPERTY)
s s
R My SmE',1:3,110YpravEma4rlrmpe (Il'xtLSJ Mf. t
as A
N 0 b ee 1M 1N Q
A
Natural Rasourcea Web Soil Survey 8=016
Conse atlon Service National Cooperative Soil Survey Page 1 of 4

hydrologic Soil Group —Union County, North Caroline
(PROPERTY)
MAP LEGEND
MAP INFORMATION
Am Or Interest IA00
c
The soil surveys that comprise your A01 were mapped at 1:24,000.
a
Nea or Interest (AOg
. ❑m
Warning'. Sol Map may not be vagd at this sub.
Boll Rating Polygons
Enlargement of maps beyond the sub of mapping can cause
0
A
p NO rated or not available
misunderstanding of the detail of mapping and accuracy of soil line
placement The maps do not show the small areas of contrasting
O
ap
Wetar Faatuns
SN18 blal Could have bean shown at a more detailed "a.
Streams and Canals
a
Tnna odaean
Please rely on the bar scale on each map sheet M map
O
WD
safe Raib
measureemeMa.
0
C
N Interstate Highways
Source of Map: Natural Resources Conservation Service
0
CM
Web Soil Survey URL. httpdAvebsoilsuway.mm.usda.gov
US Routes
Coordinate System. Web Mercator (EPSG:3857)
I]
❑
Mellor Roads
Maps from the Vv§b Sail Survey are barl on the Web Mercalor
U
Not rasa or rim avadahle
Local aoada
projection. which preserves direction and shape but distoas
distance and area. A projection that preserves area, such as the
Sou Rating
Lines
Background
Albans equal3rea conic projection, should be used If more accurate
Fe
A
. Aanal Photography
calculations of distance or area arerequired.
This productls generated from the USDA -MRCS cerst data as of
w
B
the version beliefs) listed below.
N
gip
Soil Survey Area. Union Crony, North Carolina
Survey Area Data. Version 15, Sep 10. 2014
y
C
Soil map units are labeled (as space allows) formap scabs 1'.50,000
^�
cm
or larger.
^�
D
Dates) aerial images were photographed: Fab 11, 2011—Fab
..
Not .led a1 ern available
13. 20N
Soil Rating
Points
The orthophoto or other base map on which the soil lines were
A
compiled and digitized probably drRam from the background
imagery displayed on these maps. As a result, some minor shifting
Ar❑
of map unit boundaries may be evident,
�
a
WD
octy, Natural Resources Web Soil Survey 812212016
asset Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group —Union County, North Carolina
193e1921;M
Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map Unit — Union County, North Carolina Ill 79)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
BuB
Badin-Urban land
C
0.3
4.1 %
complex, 2 to 8
percent slopes
CmB
Cid channery silt loam, 1
D
0.2
2.3%
to 5 percent slopes
WyB
Wynott gravelly loam, 2
D
7.1
93.6%
to 8 percent slopes
Totals for Area of Interest
7.5
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.
USDA Natural Resources Web Soil Survey 8122/2016
Conservation Service National Cooperative Soil Survey Page 3 of 4

FLOOD HAZARD INFORMATION
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STAGE -STORAGE FUNCTION
Project Name: Advantage Self Storage Date: 8/24/2016
Project Number 16126 Calculated By: N. Fitzgerald, E.I.
Subbasin ID: Stage -Storage
ABOVE NORMAL POOL
Average Incremental Accumulated
Contour Stage Contour Area Contour Area Contour Vol Contour Vol
ft ft so [so lcflc
661.50
0.00
2.120
662.00
0.50
2,564
2.342
1.171
1171
662.50
1.00
3,706
3,135
1,568
2.7$9
663.00
1.50
4,265
3,986
1,993
4,731
663.50
2.00
4,838
4.552
2.276
7,007
Storage vs. Stage
8,000
-
----j ..----- ------;--------�
j7,0001
j 6,000
LL 5,000
V4,000`
I
�n 3,000
I
- - - -A
2,000
i
1,000
0
i 0,00
0.50 1,00 1.50
2.00 2,50
Stage (feet)
!
K, = 2818
b=1
1.2887

WATER QUALITY VOLUME CALCUALTION
Project Name: Advantage Self Storage
Project Number 16126
Subbasin ID: Water Quality
DETERMINATION OF WATER QUALITY VOLUME
(REF: Simple Method, 1987).
where,
Total Drainage Area, A =
Total Impervious Area =
% Impervious, I =
Rainfall, P =
WQV=Px R„XA/12
WQV = Water Quality Volume (acre-ft)
R„ = 0.05 + 0.09 x I, where I is % Impervious Cover
A = Area (acres)
P = Rainfall (inches)
0.74
0.58
77.7%
1.00
acres
acres
inch(es)
R,, -1 0.749 acres
WQV=J 0.046 acre-ft
2,013 cf
ASSOCIATED DEPTH IN POND
WOV=1 2,013 cf
Depth in Bioretention Facility= 1 12 in
Required Surface Area= 1 2,013 sf
Provided Surface Area = 1 2,120 sf
Dale: 8/24/2016
Calculated By: N. Fitzgerald, E.I.

WATER QUALITY VOLUME CALCUALTION
Project Name: Advantage Self Storage
Project Number 16126
Subbasin ID: Underdrain Sizing
FLOW RATE EQUATION
Q=vA
where,
q = flow rate (fV3/s)
v = average velocity, (f /s)
A = cross sectional area (ftA2)
Average Velocity, v =
2.00
in/hr
0.000046
fUs
Cross Sectional Area, A =
2,120
sf
Flow, Q =
0.098
cfs
Factor of Safety =
10
Factor of Safety Flow =
0.981
DRAWDOWN TIME
Average Drawdown Time = Depth / Average Drawdown Velocity
Ponded Depth =
1.0
fit
Drawdown Time =
6.0
hr
2' Media Depth =
2.0
ft
Average Drawdown Time =
12.0
hr
Total Drawdown Time =
hr
18.0
DETERMINATION OF UNDERDRAIN SIZING
where,
D= 16[0'n/(SA0.5)]A[3/8)
D= Diameter of single pipe (in)
Q= Flow (cfs)
S= Internal Slope
n= roughness factor
Flow, Q =
0.981
cfs
Internal Slope, S =
0.005
Roughness Factor, n =
0.011
Diameter of single pipe, D =
7.9
in
Diameter of pipe provided =
8
in
Date: 8/24/2016
Calculated By: N. Fitzgerald, E.I.

ME ..W112:i1C UAl I
Project Name: Advantage Self Storage
Project Number 16126
STORMWATER MANAGEMENT FACILITY SUMMARY - BIORETENTION FACILITY
Design Drainage Area -I 0.74 lacres
Design Impervious Area = 1 0.57 lacres
Impervious = 77.0%
Water Quality Volume = 2,013 of
Top of Dam = 663.50 ft
Top of Media = 661.50 ft
Pond Volume = 7,007 cf
Emergency Spillway= fi62.50 ft
Spillway Length =1 5.00 it
Riser =
4'x4'
Riser Crest =
663.00
ft
Barrel Diameter=
12
in
Invert In -
660.50
ft
Invert Out=
660.00
h
Length=
47
It
Slope=
1.06%
STORMWATER MANAGEMENT FACILITY ROUTING RESULTS
Inflow Outflow T_ Max WSE Freeboard
Return Period
[cfsl
! [cfsl i
lftl
1 [ftl
1-Year
2.82�-0.67
662.54
0.96
10-Year^1
5.09
3.81
662.79
0.71
Date: 8/24/2016
Calculated By: N. Fitzgerald, El

HYDROLOGIC SUMMARY
P.j.Name: Advantage SeX Storage
Pro. NumEel 16126
INPUT SUMMARY
Uete'. &242016
C..WtW BY: N. Fau,.retl. E

POST DEVELOPMENT HYDROLOGIC CALCULATIONS
Project Name: Advantage Self Storage
Project Number 16126
Subbasin ID: SUB to SCM
SCS CURVE NUMBER
(REF: TR-55 and NRCS Web Soil Survey).
HSG Impervious Open Gravel Pond
A
98
39
76
100
B 1
98
_
61
85
100
. C
98
74
89
100
D
98
80
91
100
HSG'A'= 0%
HSG'B'=r 0%
HSG'C'= 0%
HSG'D'= 100%
Cover
Composite
Condition
SCS CN Comments
Impervious
98
µ —-
80
Assume good condition
fit((,—�iO—.pen
PondGravel __
1010_
WATERSHED BREAKDOWN
Date: 8/24/2016
Calculated By: N. Fitzgerald, E.I.
Composite Area Area
Contributing Area SCS CN (sf] (acres]_ Comments
_Onsite Impervious 98 25,265�T� 0.58 -
Onsite Open
80
2.178
0.05
Assume good condition
_
Onsite Gravel
91
_
0
_
0.00
Assume goad condition
Onsite Pond
100
0.11
_
Offsite Impervious
98
_ _4_,792_ _
0
0.00
Offsite Open
80
0 �—
0.00
Assume good condition
Off site Gravel
91
a 0
0.00
Assume good condition
Offsite Pond
100
0
0.00
JT _
Total Area =
32,235
sf
=1
0.74
Jacres
Composite SCS CN =r
97 —
%Impervious=
TIME OF CONCENTRATION
(REF: SCS Segmental Approach, TR-55).
Time of Concentration = 5.00 minutes

1
7
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sso
BV IO NL
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Subsection: Time -Depth Curve
Label: Time -Depth
Time -Depth Curve: 10-Year
Label
10-Year
Start Time
0.000 min
Increment
6.000 min
End Time
1,440.000 min
Return Event
10 years
CUMULATIVE RAINFALL (in)
Output Time Increment = 6.000 min
Time on left represents time for first value in each row.
Time Depth Depth Depth Depth Depth
(min) (in) (in) (in) (in) (in)
0.000
0.0
0.0
0.0
0.0
0.0
30.000
0.0
0.0
0.0
0.0
0.1
60.000
0.1
0.1
0.1
0.1
0.1
90.000
0.1
0.1
0.1
0.1
0.1
120.000
0.1
0.1
0.1
0.1
0.1
150.000
0.1
0.2
0.2
0.2
0.2
180.000
0.2
0.2
0.2
0.2
0.2
210.000
0.2
0.2
0.2
0.2
0.2
240.000
0.3
0.3
0.3
0.3
0.3
270.000
0.3
0.3
0.3
0.3
0.3
300.000
0.3
0.3
0.4
0.4
0.4
330.000
0A
0.4
0.4
0.1
0.4
360.000
0.4
0.4
0.4
0.5
0.5
390.000
0.5
0.5
0.5
0.5
0.5
420.000
0.5
0.5
0.5
0.6
0.6
450.000
0.6
0.6
0.6
0.6
0.6
480.000
0.6
0.7
0.7
0.7
0.7
510.000
0.7
0.7
0.7
0.7
0.8
540.000
0.8
0.8
0.8
0.8
0.9
570.000
0.9
0.9
0.9
0.9
0.9
600.000
1.0
1.0
1.0
1.0
1.1
630.000
1.1
1.1
1.1
1.2
1.2
660.000
1.3
1.3
1.3
1.9
1.9
690.000
1.5
1.6
1.9
2.3
3.0
720.000
3.5
3.6
3.7
3.8
3.9
750.000
3.9
4.0
4.0
4.0
4.1
780.000
4.1
4.1
4.2
4.2
1.2
810.000
4.3
4.3
4.3
4.3
4.3
840.000
4.4
4.4
4.4
4.4
4.4
870.000
4.5
4.5
4.5
4.5
4.5
900.000
4.5
4.6
4.6
9.6
4.6
930.000
4.6
4.6
4.6
4.7
4.7
960.000
4.7
4.7
4.7
4.7
4.7
990.000
4.7
4.8
4.8
4.8
4.8
1,020.000
4.8
4.8
4.8
4.8
4.8
1,050.000
4.9
4.9
4.9
4.9
4.9
1,080.000
4.9
4.9
9.9
4.9
4.9
1,110.000
4.9
5.0
5.0
5.0
5.0
16126.ppc
8/23/2016
Return Event: 10 years
Storm Event: 10-Year
N. FiUgerald, El
The Isaacs Group, PC

Subsection: Time -Depth Curve Return Event: 10 years
Label: Time -Depth Storm Event: 10-Year
CUMULATIVE RAINFALL (in)
Output Time Increment = 6.000 min
Time on left represents time for first value in each row.
Time
Depth
Depth
Depth
Depth
Depth
(min)
(in)
(in)
(in)
(in)
(in)
1,140.000
5.0
5.0
5.0
5.0
5.0
1,170.000
5.0
5.0
5.0
5.1
5.1
1,200.000
5.1
5.1
5.1
5.1
5.1
1,230.000
5.1
5.1
5.1
5.1
5.1
1,260.000
5.1
5.1
5.1
5.2
5.2
1,290.000
5.2
5.2
5.2
5.2
5.2
1,320.000
5.2
5.2
5.2
5.2
5.2
1,350.000
5.2
5.2
5.2
5.2
5.3
1,380.000
5.3
5.3
5.3
5.3
5.3
1,410.000
5.3
5.3
5.3
5.3
5.3
1,440.000
5.3
(N/A)
(N/A)
(N/A)
(N/A)
16126.ppc N. Fhzgerald, El
8/23/2016 The Isaacs Group, PC

Subsection: Time -Depth Curve
Label: Time -Depth
Time -Depth Curve: 1-Year
Label
1-Year
Start Time
0.000 min
Increment
6.000 min
End Time
1,440.000 min
Return Event
1 years
CUMULATIVE RAINFALL (in)
Output Time Increment = 6.000 min .
Time on left represents time for first value in each row.
Time Depth Depth Depth Depth Depth
(min) (in) (in) (in) (in) (in)
0.000
0.0
0.0
0.0
0.0
0.0
30.000
0.0
0.0
0.0
0.0
0.0
60.000
0.0
0.0
0.0
0.0
0.0
90.000
0.0
0.1
0.1
0.1
0.1
120.000
0.1
0.1
0.1
0.1
0.1
150.000
0.1
0.1
0.1
0.1
0.1
180.000
0.1
0.1
0.1
0.1
0.1
210.000
0.1
0.1
0.1
0.1
0.1
240.000
0.1
0.1
0.2
0.2
0.2
270.000
0.2
0.2
0.2
0.2
0.2
300.000
0.2
0.2
0.2
0.2
0.2
330.000
0.2
0.2
0.2
0.2
0.2
360.000
0.2
0.2
0.3
0.3
0.3
390.000
0.3
0.3
0.3
0.3
0.3
420.000
0.3
0.3
0.3
0.3
0.3
450.000
0.3
0.3
0.3
0.3
0.4
480.000
0.4
0.4
0.4
0.4
0.4
510.000
0.4
0.4
0.4
0.4
0.4
540.000
0.4
0.5
0.5
0.5
0.5
570.000
0.5
0.5
0.5
0.5
0.5
600.000
0.5
0.6
0.6
0.6
0.6
630.000
0.6
0.6
0.6
0.7
0.7
660.000
0.7
0.7
0.8
0.8
0.8
690.000
0.9
0.9
1.1
1.3
1.7
720.000
2.0
2.1
2.1
2.1
2.2
750.000
2.2
2.2
2.3
2.3
2.3
780.000
2.3
2.3
2.1
2.4
2.4
810.000
2.4
2.4
2.4
2.4
2.5
840.000
2.5
2.5
2.5
2.5
2.5
870.000
2.5
2.5
2.5
2.6
2.6
900.000
2.6
2.6
2.6
2.6
2.6
930.000
2.6
2.6
2.6
2.6
2.6
960.000
2.6
2.7
2.7
2.7
2.7
990.000
2.7
2.7
2.7
2.7
2.7
1,020.000
2.7
2.7
2.7
2.7
2.7
1,050.000
2.7
2.7
2.8
2.8
2.8
1,080.000
2.8
2.8
2.8
2.8
2.8
1,110.000
2.8
2.8
2.8
2.8
2.8
16126.ppc
8/23/2016
Return Event: 1 years
Storm Event: 1-Year
N. Fitzgerald, El
The Isaacs Group, PC

Subsection: Time -Depth Curve Return Event: 1 years
Label: Time -Depth Storm Event: 1-Year
CUMULATIVE RAINFALL (in)
Output Time Increment = 6.000 min
Time on left represents time for first value in each row.
Time
Depth
Depth
Depth
Depth
Depth
(min)
(in)
(in)
(in)
(in)
(in)
1,140.000
2.8
2.8
2.8
2.8
2.8
1,170.000
2.8
2.8
2.9
2.9
2.9
1,200.000
2.9
2.9
2.9
2.9
2.9
1,230.000
2.9
2.9
2.9
2.9
2.9
1,260.000
2.9
2.9
2.9
2.9
2.9
1,290.000
2.9
2.9
2.9
2.9
2.9
1,320.000
2.9
2.9
2.9
3.0
3.0
1,350.000
3.0
3.0
3.0
3.0
3.0
1,380.000
3.0
3.0
3.0
3.0
3.0
1,410.000
3.0
3.0
3.0
3.0
3.0
1,440.000
3.0
(N/A)
(N/A)
(N/A)
(N/A)
16126.ppc N. Fitzgerald, El
8/23/2016 The Isaacs Group, PC

Subsection: Outlet Input Data
Label: Composite Outlet Structure
Requested Pond Water Surface Elevations
Minimum (Headwater) 661.50 ft
Increment (Headwater) 0.50 ft
Maximum (Headwater) 663.50 ft
Outlet Connectivity
Structure Type Outlet ID Direction Outfall ES E2
(ft) (ft)
User Defined
Soil Media
Forward
TW
0.00
663.50
Table
Inlet Box
Riser
Forward
Culvert
663.00
663.50
Culvert -Circular
Culvert
Forward
TW
660.50
663.50
Irregular Weir
Emergency
Forward
TW
662.50
663.50
Spillway
Tailwater Settings
Tailwater
(N/A)
(N/A)
16126.ppc
8/23/2016
Return Event: 1 years
Storm Event: 1-Year
N. Fitzgerald, El
The Isaacs Group, PC

Subsection: Outlet Input Data Return Event: 1 years
Label: Composite Outlet Structure Storm Event: 1-Year
Structure ID: Culvert
Structure Type: Culvert -Circular
Number of Barrels
1
Diameter
12.0 in
Length
28.00 ft
Length (Computed Barrel)
28.00 ft
Slope (Computed)
0.018 ft/ft
Outlet Control Data
Manning's n
0.013
Ke
0.500
Kb
0.031
Kr
0.000
Convergence Tolerance
0.00 ft
Inlet Control Data
Equation Form
Form 1
K
0.0098
M
2.0000
C
0.0398
Y
0.6700
T1 ratio (HW/D)
1.151
T2 ratio (HW/D)
1.298
Slope Correction Factor
-0.500
Use unsubmerged inlet control 0 equation below T1 elevation.
Use submerged inlet control 0 equation above T2 elevation
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at T1 & T2...
T1 Elevation 661.65 ft T1 Flow
2.749 ft3/s
T2 Elevation 661.80 ft T2 Flow
3.142 ft3/s
16126.ppc N. Fitzgerald, El
812312016 The Isaacs Group, PC

Subsection: Outlet Input Data Return Event: 1 years
Label: Composite Outlet Structure Storm Event: 1-Year
Structure ID: Riser
Structure Type: Inlet Box
Number of Openings
1
Elevation
663.00 ft
Orifice Area
16.0 ft2
Orifice Coefficient
0.600
Weir Length
16.00 ft
Weir Coefficient
3.00 (ft^0.5)/s
K Reverse
1.000
Manning's n
0.000
Kev, Charged Riser
0.000
Weir Submergence
False
Orifice H to crest
False
Structure ID: Soil Media
Structure Type: User Defined Table
Elevation
Flow
(K)
(h'/s)
661.50
0.098
662.50
0.098
663.50
0.098
Structure ID: Emergency Spillway
Structure Type: Irregular Weir
Station
Elevation
(h)
(B)
0.00
663.50
3.00
662.50
8.00
662.50
11.00
663.50
Lowest Elevation 662.50 ft
Weir Coefficient 3.00 (ft^0.5)/s
Structure ID: TW
Structure Type: TW Setup, DS Channel
Tailwater Type Free Outfall
Convergence Tolerances
Maximum Iterations
30
Tailwater Tolerance
0.01 ft
(Minimum)
Tailwater Tolerance
0.50 ft
(Maximum)
Headwater Tolerance
0.01 ft
(Minimum)
16126.ppc N. Fitzgerald, El
8/23/2016 The Isaacs Group, PC

Subsection: Outlet Input Data Return Event: 1 years
Label: Composite Outlet Structure Storm Event: 1-Year
Convergence Tolerances
Headwater Tolerance 0.50ft
(Maximum)
Flow Tolerance (Minimum) 0.001 ft3/5
Flow Tolerance (Maximum) 10.000 ft3/5
16126.ppc N. Rugerald, El
8/23/2016 The Isaacs Group, PC

Subsection: Composite Rating Curve
Label: Composite Outlet Structure
Composite Outflow Summary
Water Surface Flow Tailwater Elevation Convergence Error Contributing Structures
Elevation (ft3/s) (ft) (ft)
(ft)
Return Event: 1 years
Storm Event: 1-Year
661.50
0.098
(N/A)
0.00
Soil Media (no Q:
Riser, Culvert, Em ergency
Spillway)
662.00
0.098
(N/A)
0.00
Soil Media (no Q:
Riser,Culvert, Emergency
Spillway)
662.50
0.098
(N/A)
0.00
Soil Media (no Q:
Riser,Culvert, E mergency
Spillway)
663.00
6.526
(N/A)
0.00
Soil Media,Emergency
Spillway (no Q:
Riser,Culvert)
663.50
27.482
(N/A)
0.00
Soil
Media, Riser,Culvert, Emerg
envy Spillway
16126.ppc N. Fitzgerald, El
8/23/2016 The Isaacs Group, PC

Subsection: Level Pool Pond Routing Summary Return Event: 1 years
Label: SCM (IN)
Storm Event: 1-Year
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
661.50 ft
Initial)
Volume (Initial)
0.000 ac-ft
Flow (Initial Outlet)
0.098 ft3/s
Flow (Initial Infiltration)
0.000 ft3/s
Flow (Initial, Total)
0.098 ft3/s
Time Increment
1.000 min
Inflow/Outflow Hydrograph Summary
Flow (Peak In)
2.822 ft3/s Time to Peak (Flow, In) 715.000 min
Flow (Peak Outlet)
0.673 ft3/s Time to Peak (Flow, Outlet)726.000 min
Elevation (Water Surface,
662.54 ft
Peak)
Volume (Peak)
0.066 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
0.164 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
0.150 ac-ft
Outflow)
Volume (Retained)
0.014 ac-ft
Volume (Unrouted)
-0.001 ac-ft
Error (Mass Balance)
0.4
16126.ppc N. Fitzgerald, El
8/23/2016 The Isaacs Group, PC

Subsection: Level Pool Pond Routing Summary Return Event: 10 years
Label: SCM (IN)
Storm Event: 10-Year
Infiltration
Infiltration Method No Infiltration
(Computed)
Initial Conditions
Elevation (Water Surface,
661.50 It
Initial)
Volume (Initial)
0.000 ac-ft
Flow (Initial Outlet)
0.098 ft3/s
Flow (Initial Infiltration)
0.000 ft3/S
Flow (Initial, Total)
0.098 ft3/s
Time Increment
1.000 min
Inflow/Outflow Hydrograph Summary
Flow (Peak In)
5.089 ft3/s Time to Peak (Flow, In) 715.000 min
Flow (Peak Outlet)
3.810 ft3/s Time to Peak (Flow, Outlet) 721.000 min
Elevation (Water Surface,
662.79 ft
Peak)
Volume (Peak)
0.088 ac-ft
Mass Balance (ac-ft)
Volume (Initial)
0.000 ac-ft
Volume (Total Inflow)
0.306 ac-ft
Volume (Total Infiltration)
0.000 ac-ft
Volume (Total Outlet
0.269 ac-ft
Outflow)
Volume (Retained)
0.036 ac-fit
Volume (Unrouted)
-0.001 ac-ft
Error (Mass Balance)
0.5 %
16126.ppc N. Fitzgerald, El
BI2312016 The Isaacs Group, PC

CONCRETE ANCHOR BOUANCY CALCULATION
Height of riser =
4.5
Area of riser =
16
Vol. of riser =
72.0
Wt. of H2O displaced =
4492.8
Conc. pad thickness (in) = 6
Conc. pad width/length (ft) = 9
Vol. of conc. pad (cf) = 40.5
Wt. of H2O displaced = 2527.2
Wt. of H2O displaced = 4492.8
Unit wt. of concrete (pcf) = 1'50
Wt. of conc. pad (lb.) = 6075
Factor of safety = wt. Conc. Pad
wt. Of H2O displaced
F.S.= 1.35