SW3150205_CURRENT PERMIT_20150512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE c l�s:� f� I�
YYYYMMDD

In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246
deed restrictions and protective covenants are required for Hid
lots will be subdivided and sold and runoff will be treated in an
restrictions and protective covenants are necessary to ensure
area consistent with the design criteria used to size the stormv
I, Tucker. Land Holdings, LLC c/o David Tucker acknowledge, affirm and agree by my signature below, that I
will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number5kl 3/50 as issued by the Division of Water Quality under the
Stormwater Management Regulations. A/- 2'q1r6
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is _2,800 square feet. This allotted amount
,includes any built -upon area constructed within the,lot property boundaries, and that portion of the
right-of-way between the front lot line and the. edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel,, brick, stone, slate coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot# .BUA. ...._Lot# .BUA Lot# BUA ..._.Lot# BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel,, brick, stone, ,slate, coquina and
parking areas, but does not include raised, open wood decking, or the water,surface of swimming
pools.
Each lot will maintain a 30" foot wide vegetated buffer between all impervious areas and surface
waters.
"50 foot for projects located in the 20 coastal counties.
8. All runoff irom the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain. to the street, grading
the lot to, drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
1FiPMAY_��Q�I�Oj 0 22015 i
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

5 h/3l 5d o
/ssu-,e o
S
a Notary Public in the
, County of A
do hereby certify that r W Ulfl d i U C- KJ-4--' personally appeared
before me this the -I — day of I 20, and acknowledge
the due exec n of the foregoing instrument. Witness my hand and official seal,
_uILrv\ _ (-\.,, , SEAL
MA
I
u Ud
RtEcc)2 oe.,,i� ,
(J 3fz—
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

0
• N
.. p
High Density Residential Subdivisions_' oZ
Deed Restrictions & Protective Covenances A 00
LL�,, 9� 1
In accordance.with Title 15 NCAC 2Ht,10o0 and S.L 2006-246 the Stormwater,Managemenl Re�lalionso' A
deed restrictions and protective covenants are required for High Density Residential Subdivisior�:wherP ' N9
lots will tie subdivided and sold and runoff wiil'tie treatetl in, an engineered stormwater control fecilitys Qeed ' A
restrictions and protective covenants are necessarylo,ensure that the:developrrien6maintains a "bui Jpons
areaQbnsistent with�the design critenaiused.to.size the stormwater control facility.
1 Tucker Land Holdings LLC c/q D via d Tucker, . acknowledge, affirm and agree by my signature bel l at I
will cause the folfowmg deed;restn ons and —covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure on oing compliance with State Stormwater
Management Permit Number 5 15 D aD , as issued by the Division of Water Quality under the
stormwater Management Regu at ons.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5.
Q
Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
.Lot # BUA Lot # . BUA Lot # .BUA Lot # BUA
Each lot will maintain a 30" foot wide vegetated buffer between all impervious areas and surface
waters.
"50 foot for projects located in the 20 coastal counties.
6. All runoff from,the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter.swafes to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rcv.2 05Nov2009 Page 1 of 2

State of IVl`3k
do hereby certify tl
before me this the
the due execution
My
Date: . ). i eJW
_.. a Notary Public in the
11_
personally appeared
day of 20j5 and acknowledge
the foregoing instrument. Witness my hand and official seal,
�4!!%A;. n'`C: SEAL
0
FormDRPC-3 Rev.2 05Nov2009 Page 2of2 -5k/3/30,20
-E�5S'tcED APR. Zj�
z ai5

Midland, NC Cabarrus County REC��\/C� /
Matthew G. Velkovich, Summit Land Services RECEIVED
V L
O
?s 1�O e.Ii 23 2015
=, Ali
Saddlebrook Phase 2 ©F'MA
o �.. Vol, 1p DENR-LANDQUAII---
k 2 � �_ (P. %_ idland, NC Cabarrus County STORMWATERPERM nDENR
LS � MW& G. Velkovich, Summit Land Services
Type of
Only complete application paffliges will be accepted and reviewed. A complete package includes all of the items in the
checklist below. Add any comments, and indicate the page or plan sheet number where the following information can be found.
Please indicate that you have provided the following required information by initialing in the space provided next to each item.
( Part I: Submittal Checklist I
Item
Notes I Comments Initials
1 Original and one copy of this application form (all worksheets) and the permit
application in package
ph
application fee. For applications submitted to the DEMLR regular permitting
program, the fee is $505 payable to NCDENR. For Express Review, click on
the link below for information and fee schedule. Contact the appropriate
regional office Express Review Coordinator to schedule the required pre-
annlicatinn meetinn.
Click here for Express Permitting info
2 A USGS map identifying the site location. If the receiving stream is reported
SW report
ph
as class SA or the receiving stream drains to and is within 112 mile of SA
waters, then include the 1/2 mile radius on the map.
3 A copy of the most current property deed.
ph
4 Two copies of additional calculations (as needed). Sealed, signed and dated.
attached
ph
5 Two sets of sealed, signed, & dated full-sized plans of the entire site at a
attached
ph
readable scale, including:
a. Project name, engineer and firm, revision number and dates.
Cover
ph
b. Location map wth street names and SR numbers, legend, north arrow,
C1.0
ph
scale.
c. Dimensioned property/project boundary with bearings & distances.
C1.0
ph
d. The boundaries of all surface waters, regulatory flood zones, and
C2.0
ph
protected riparian buffers or a note on the plans that none exist.
e. The boundaries of all vegetated or protected riparian buffers.
n/a
ph
f. Site layout showing all built -upon areas, drainage features, stormwater
C3.1-C3.4
ph
collection systems (inlets, outlets, swales, pipe elevations, slopes and
diameters), and SCMs at ultimate build -out.
g. Existing contours, proposed contours, spot elevations, and finished floor
C3.1-C3.4
ph
elevations.
h. Existing drainage (including off -site), drainage easements, pipe sizes,
C14.1, SW Report
ph
runoff calculations.
i. Drainage area boundaries (included in the main set of plans, not as a
C14.1, SW Report
ph
separate document).
I. Existing and proposed maintenance access routes, utility easements,
C2.1-C2.4
ph
drainage easements, public rights -of -way etc.
k. A construction sequence that shows how the SCMs will be protected
C4.1, C4.5, C4.9
ph
from sediment until the entire drainage area is stabilized.
6 Two sets of sealed, signed, & dated full-sized plan details of each SCM (or
C8.1-C8.3
ph
typical if appropriate) in both plan view and cross-section at a scale of V _
30' or larger, including:
a. Dimensions, side slopes, length to width ratios and elevations with a
C8.1-C8.3
ph
benchmark for clean -out if appropriate.
b. All applicable conveyance devices, including: bypass structure,
C8.1-C8.3
ph
pretreatment area, flow distribution device, underdrains, outlet device,
outlet dissipater and level spreader.
c. A table of elevations, incremental volumes and accumulated volumes (if
SW Report
ph
applicable).
d. Specifications for applicable materials, such as planting media,
C8.1-C8.3
ph
aggregate, sod, undercrains, outlet devices, etc.
STORM-EZ 2/19/2015
Version 1.4 Application Page 1 of 4

Midland, NC Cabarrus County
Matthew G. Velkovich, Summit Land Services
7 Two sealed, signed, & dated planting plans for each SCM (or typical) at a
n/a
ph
scale of 1" = 20' or larger, as applicable, including:
a. The locations of each species and a planting detail.
n/a
ph
b. A table summarizing the size, spacing and total quantity of each plant
n/a
ph
species that should be used.
c. The source nursery for the plants.
n/a
ph
d. A one-time fertilizer specification to establish plants if necessary.
n/a
ph
8 A soils report based on field evaluation indicating the SHWT elevations
n/a
ph
within the footprints of the proposed SCM(s). Provide a map of the boring
locations with the existing elevations and boring logs. For infiltration SCMs,
the report shall include the soil type, infiltration rate and method for
determining the infiltration rate. Soils information shall be signed and sealed
9 A copy of the signed and notarized operation and maintenance (O & M)
to be submitted after intial
ph
agreement.
review
10 A copy of the proposed deed restrictions protecting the SCMs and limiting
to be submitted after intial
ph
the built -upon area so that it does not exceed the capacity of the SCM(s) or
review
the high density threshold (as applicable).
NCDENR Deed Restriction Forms
11 For corporations and limited liability corporations (LLC): Documentation from
n/a
ph
the NC Secretary of State or other official documentation, which supports the
titles and positions held by the persons listed in the Contact Information
section. The corporation or LLC must be listed as an active corporation in
good standing with the NC Secretary of Stale, otherwise the application will
he rehirned.
NC Dept. of the Secretary of State
12 A copy of the lease agreement or pending sales agreement if applicable.
n/a
ph
STORM-EZ 2/19/2015
Version 1.4 Application Page 2 of 4

Midland, INC Cabarrus County
Matthew G. Velkovich, Summit Land Services
Part If: General Project and Applicant Information
Project Name: Saddlebrook Phase 2 Date: 4-Dec-14
Project Street Address: Let: 35.24
City: Midiand Zip: 28107 Long: -80.51
Directions to Project: Located off Hwy. 601 appr..5 miles south of intersection of Hwy. 27 and County: Cabarrus
(from nearest intersection) Hwy. 601 NON -COASTAL
Project Applicant: I Tucker Land Holdings, LLC
(Identify the corporation, organization, property owner, designated
government official, etc. which owns the prolect.)
Owner / Signing Offical's Name: I B & C
Phone: [phone]
Fax:
Email: I tones Carolina-develo ment.com
Status of applicant: Owner
River Basin: Yadkin
Receiving Stream(,): Muddy Creek
Stream Class(es): C
Surface Water Area (ac): 0 Coastal wetland area (ac):
Total property area (ac): 46.94 Total project area (ac):
Goals/characteristics: P!q
Volume Matching (LID)
Low Density
High Density
Briefly summarize how the stonnwater runoff will be treated:
Drains to an offsitetormwaler system
Within 575' offSaltwater
waater ORW
Within 5 miles of a public airport
Part III: Permit Information I
Status of construction: Not Started
Other permits needed:r YES ISedimentation & erosion control 404 Permit / 401 Certification
NO CAMA Major Permit Isolated Wetlands Permit
NO Threatened & Endangered Species ��NONPDES Industrial Stormwater Permit
If an application for this project has been previously returned, provide the original project number and previous name of the project:
Provide the permit type, number and issue date for any permits that have already been
If claiming vested rights, then identify (and attach) the supporting documents and approval dates:
�Approval
of asite-specific development Plan or PUD Approval date:
permit
Valid building permit Issue date:
Other Date:
Not Started
Point of Contact:
Phone number:0
STORM-EZ 2/18/2015
Version 1.4 Application Page 3 of 4

Midland, NC Cabarrus County
Matthew G. Velkovich, Summit Land Services
(Optional) Additional Contact
Person / Orginization:
Signing Official & Title:
Street address:
City, State, Zip:
Phone number(s):
Email:
Part IV: Additional Contact Information I
Scott Twiddy
Agent
2627 Brekonridge Centre Drive
Monroe, NC 28110
803-389-3387
stwiddy(cDc rolina-develoomenLwm
(Note: Person/Organization noted above may be contacted for additional project Information if
applicant cannot be reached.)
Part V: Consultant Information I
Complete this section if you wish to designate authority to another Individual or firm so that they may provide Information on your
behalf for this project (such as addressing requests for additional Information).
Consultant:
Firm:
Street address:
City, State, Zip:
Phone number(s):
Email:
Matthew G. Velkovich
Summit Land Services
PO Box 7442
Charlotte, NC 28241
803-448-4452
mvel kovichtdsu mm it-comoa nies.com
Part VI: Property Owner I Applicant Certification I
I, (the Owner & Applicant listed above), aytol 7(,--k(✓ , certify that the information included
on this permit applicant form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the
approved plans, that the required deed restrictusion and protective covenants will be recorded, and that the proposed project complies
with the requirements of the applicable state slormwaler rules and requirements.
Witness my hand and official seal, _
K OUN "I
'tip; • Oj A R y •',
Pueocl .2
My commission expires 1"-I I q I V v I 1
STORM-EZ 2/18/2015
Version 1.4 Application Page 4 of 4

� rt� \ �:- Y"\

Saddlebrook Phase 2 ©�A
Midland, NC Cabarrus County
�i
t
Yadkin River Basin NCDENR
RAINFALL & CALCULATION DATA
Project County: Cabarrus
Project City: Midland
Rainfall Source: Charlotte
Loaded Rainfall:
Charlotte
Design Storm:
1- r, 24-hr
Discrete SCS Method,
Calculation Method
Pre -Post
(Minimum Design Storm = P90 for non -SA, 1-yr, 24-hr for SA)
Storm Event
Depth
(inches)
First Flush / W QV
1.00
P90
1.40
P95
1.86
iiiiiiiii�L rJ24?h-rJ=
2.78
2-yr, 24-hr
3.36
10-yr, 24-hr
4.89
25-yr, 24-hr
5.80
50- r, 24-hr
6.53
100- r, 24-hr
7.27
NOTE: Please use the Storm-EZ calculation sheets to document the stormwater design
and create the O&M Agreement. Highlighted Storm is Design Storm
I PROJECT INFORMATION I
Total Property Area
1 37.65
jacres
Total Coastal Wetlands Area
1 0.00
lacres
Total Surface Water Area
1 0.00
lacres
Complete the breakdown of impervious area for the project
Basin Information
Entire Site
Receiving Stream name
Muddy Creek
Stream Class
C
Stream Index Number
12-94- 0.5
Total Drainage Area
1,640,087
On -Site Drainage Area sf
1,640,087
Offsite Drainage Area sf
0
Proposed Impervious Area sf
1,146,025
% Impervious Area total
70%
Impervious Surface Area
Entire Site
On -Site Buildings/Lots sf
511,200
On -Site Streets sf
162,426
On -Site Parkin sf
0
On -Site Sidewalks sf
68.420
Other On -Site sf
403,979
Future sf
Off -site s
Existin BUA sf
Total
1, 146,025
Total Impervious Area 26.31 acres
Project % impervious area 70%
Use Worksheet Data? I Yes
Data in italics is derived from application
forms and land use data worksheets and
cannot be changed by user.
STORM-EZ 2/19/2015
Version 1.4 Project Data Page 1 of 1

Saddlebrook Phase 2 A
Midland, NC Cabarrus County LTA
Yadkin River Basin NCDENR
Drainage Area # F-1� of �—t 1 I
I PRE -DEVELOPMENT LAND USE CALCULATIONS
Pre -Development Land U
Note: Enter BUA Dmining to
Permeable Pdvemenl Below
User Defined Drainage
;a:
Area
HSG
Land -use
CN
s
acres
%
B
Pasture or Open Space
61
343 308
7.86
20.937
B
Woods
55
t2887B1
29.77
7907%
Subtotal:
1.640.DB7
37.65
Existing Permeable Isavemont ?Infiltration):
SCM # Description,
100
Existing Green Roofs:
scm
HSG
Pavement Aroa
AtldiHonal BUA
In6ltraltlo
oRate
Gravel
Vold space
Gotta)
Depth
Orn,
Dla.
Orifice
Haight
BUA Y.
Has synthetic
Llner7
D.S.
BMP
(5i)
(9i1
(lrvbr)
(%)
(0)
(in)
lint
Area Ds SCM # I Notes
ern.W I
Frem Lend Use Tablet:
184008]
37.85
acres
Permeable Pavement - Ae0i0onal BUA:
0
0 00
sum
Grsen Roots:
0
0.00
ewes
Pillion, unacevionex N 083W WerearWil:
acres
reservee stel Werearall, 71
0.00
acne
Total Site Aroa:
1 1640087
37.65
acres
Pre -Development SCMs:
SCM # SCM T e
200
WO Vdume
Provides
Dralne
Area
Downstream
SCM
Im .
n
(So
s
HSG
0
116400117
Design Storm Runoff Fate Summary:
Rainfall Volume=
IN 67 acrainUes =
379,953
cf
RunoffReducdon Components:
Natural Infiltration 8 ET =
.98,36 ecreinchas •
.357,042
cf
Disconnected Impervious Surfaces=
000 ecreioohes •
0
cf
SUM Infiltration=
000 acnnwfros •
0
d
Permeable Pavement Infiltration =
0.00 acre -inches •
0
of
Green Roof ET =
0,00 acre trahes •
0
ct
Post Filtration Discharge =
0.00 acme nches •
0
cf
Total Runoff Reduction =
-99.36 acre-inchm
-357,042
cf
SCM Treatment.
Treated SCM Outflow=
000 acreJnches
0
cf
Untreated Surface Runoff=
6.31 acrenchm=
22912
cf
The Pre-Devolopment project area contains 0 sf of built upon area, resulting in an overall density of 0%.
STORM-EZ 2/192015
Version 1.4 Pre.Development Page 1 of 1

Saddlobrook Phase 2 ®� A
Mldland,NC CabanusCounty L.1
Yadkin River Basin NCDENR
Dmina9e Area# 1 of 1
' POST -DEVELOPMENT LAND USE CALCULATIONS
Permeallle Pavement.
InOhrtllon
Oul
Ne.
Oa'..
OWeld
Gown-
Pcwmam Me
MtlBbmI VVA
UPW a,.Gnwl
y,Clr.kn
OCt
HSG
Pvml Tyw
Rtl•
M F
9yMMtk
Llmri
01a.
Ne1BM
sSCM
SCY
cMCF
grkn
CMCY
an
(a
an
pnw)
rwkr)
lx)
ml
c 1
m)
0.ad
I
1 000
INo
rlriln.M nrun aru�ul
Lm Me Yu hnplLMI
# of Lou
%
Wmtll Lot
(;
Opan Spaw/Lor
IN
An Lot Sin,
lsq
s9
I.On.120
33s1 21) 3,000
Ss.b
0
MI3
4813.1
Remalnin
Land Use:
Are.
NBO
LmbU-
CH
%
B
rnps P
as
S.98n
13.63
3351%
B
ow S,. 9Aaruyetl Open byte.)
61.0
65112
1.50
30%
B
lub(.uas,..M Open BPtlel
625
1.025.120
33.53
62301L
Peet.W Peremenl I BUA:
NIA
0
0ad
0.00%
GI..n Roots
WA
0
0.00
00%
SubToul:
1640067
3705
IDG.Oo13
LaM E-I .w PMlaI Emfv ,f,om Volum Cakulalbru: .1.
Surface Welen a Narvco.aUlWaeM.: 0 000
Co•Y.I WtlaMa: 0 000
TT•I SM M.: 1 eb 0S7 1 37.35
Re#M.mi.l Let Data Summsry:
wooas•O.f
Open Sp.— • Canto at
MlYrviou. • 596100.f
Rainfall Volume IWID acr.Aclue • 379,963 cl
RunoRRoduction Components:
Natural lnfdablbn B ET=
Jib .cnwlau.
-124,740
d
Disconnected Impervious Surfaces =
am .c e.YNM.
a
a
SCM InNeatbe=
-7W scr• n •
-27,d55
a
Permeado PavomonllnlJ0ati0n=
000 an.-ycbw
0
d
Groon Roo/ET=
000 .PeLIMea
0
d
Post Filonlron Dischar2. =
000 .Pave0n
0 _
d
to'Til'RunoA (luCa on •
.u.aa .c,..bcH..
c/
STORMfi 2,19R015
VmYM 14 P. Dewbpmml Ppe 1 of 2

Saddk Phase ®�MlEland,NC CabaruaCount' �
Yadkin River Basin NCDENR
Drainage Area# 1 of 1
Treated SCM Oudlow = -5d.ld oei,dna •-206,174
BMreated Surface Runoff • 5.95 scm-I.N. 21,655 CI
Pre-Deanorenent Runoff= 6,31 a.-- 22,912 Cf
Defenn.9 = 437 ae'4 nar • .1,327 Cf
The Post-D—lupmant project man contains 11411025 at of bulb upon ama, mauXlnO in an *,mmll dmaity of 69.8e%.
Slr W -. .. 2MMI5
YemYpn 14 - Pm Derolapmenl Pya 2 of 2

Satld. NC ok Phase 2 /�
Midland. NC Cabarrua County ®Nc/,.,,1
Yadkin River Basin N5§f §—
DrainageAroaa 1 of 1
PROPOSED SIP* a STRUCTURAL RUNOFF VOLUME CONTROLS
Enter only runoff volume below that will be infiltrated or drawn down over 2 to 5 days. Additional volume provided in devices should not be entered In this worle meet.
Drawdown time requirement applies to all storm events.
OHmelmllm`MaB al
At"Mad
flews
Tow
Pw
rm
P•M]u•
%dTaW
%NTOY
6pge
Pon. saw.
weal
YrlbeMa
f0aiY1
T.
%WaCY
KY
•
•
4npvNYe
M1rw.0
Yearns
NNmeCa you—
VWnI•
ET
OmNm
cal
Mime
t
Namslla' bn
TYMOI Dmks XSa
I.Ib,a]s
IN.Po]
Mee
Area
Icn
* to
Icn
lei
tort
tort
Ilbry
>Op
BWA
wsl nebmon B
l la
ea aue
lerf
areI%59
'alsoIeleW
I5G5'l
a
+s+s:s
loex
W
ConaVucW weWrtl B
JI]90)
IG]I]
]qf
a1{
515f]
7J]«
1])e
II.Xd
a
Sella
III%
I.. elepn apcs soles IWµdMY
11<o. LImpMwe a'se snMN
caymedlo loloii a11d41 Mnp-rar
eam
.v,awad n 1101. al are aarvV..
opn o'e". ass.
Rn'aa
a-
D.algn S(cem Rurwlf RN Summary:
Ralnfall Volume•
lam easeluv
3]9,95]
cf
Reduce R*tlucdmr Componard.
Natural Mooradian 6 ET=
a ye ed.:rr5.e
-12ePeP
d
Dacannecled lmpmvrour Anse =
ada
0
sl
SCM lnfilaallm=
—7W8—nn•
PormoaWe Pavement infiltration=
aa0•a.+nmea•
0
or
Green Roof ET=
ow eoe.ocme •
o
d
Pool Flow. Dlc ,,, •
a no —'re. •
a
d _
Total RunaR Radudlon•
♦1JS enemonm •
-152,,95
c
SCM Traarmsnb
Treated SCM OvMow=
ease eaeaa -
-2gs, 114
cr
Un4eafed Surface Runoff=
A. aaeeade •
21.W5
d
Pre-DevebVmenl Runoff
ea—ar..-
22,912
d
DWamoce =
air —char .
-1,322
d
"BASIC TREATMENT MET -
Ts Po•rLe•eb[mmY pekwA.rea.1 legs e1W eirrTT.rea, rerOV In an.WmMera.MX
wernow:
Near: I,, rears, a a— li as eaden, sbMbn MNe. Pro .W aeYards. or MYb.b ....e nows Cu t ubq ubY. TM rows ukWYW4 YmM N PnwM FMOYM mever apeftow,
]TORMF2 ilYA15
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SatlPhase nt
Midland,
q NC NC Cab+berru+County
Y.dMn Rlwr a++ln
Dram,, Area# 1 of 1
®�
NCDENR
FATE OF RAINFALL
S+l+ct loan:
1 Year
BASIC TREATMENT SCALE
Compliance stood - I Year Storn - Rainfall Depth
2.78 inches
e.elc uw(men< mrcennle
VOLUME MATCHING SCALE
7 Year Storin- Rainfall Death — 2.78 Inch
t},
whim.M.ohl. nwmnM
FATE OF RAINFALL GRAPHS
aua
S ox
�
o
Pre Development Fates
Post Development Fates
.a
3
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e
(aa
B
KnI
w
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a krm xNcn Ilbeb+be W ryas b tlw nymbp'cc5de'^I'Cn neJrirwn vEenlnlbn eM wrbua eWmw,br marepem•nl eY•bpee.
STORMFZ L14I3015
V.rzon 1.4 a.i,W F.b Garl Pace 1 N 1

Saddlebrook Phase 2
Midland, NC Cabarrus County
® F
( �
Yadkin River Basin
NCDENR
Drainage Area #
1
of
1
ADDITIONAL CALCULATIONS
TIME OF CONCENTRATION CALCULATIONS:
Pre•Development
Sheet Flow:
Sheet Flow:
Shallow Flow:
Shallow Flow:
Channel Flow:
Channel Flow
Pre -development T°=
32.22
min
Post Development
Sheet Flow'
Sheet Flow:
Shallow Flow:
Shallow Flow:
Channel Flow:
Channel Flow:
Post -development T.
21.71
min
fM�°�m�m 5mmmasl
ADJUSTED CURVE NUMBER CALCULATIONS:
Analysis Area = 37.65 Acres
(0.059 sq. miles)
Pre -Development
Post Development
PEAK FLOW CALCULATIONS:
Analysis Area = 37.65 Acres (0.059 sq. miles)
F.F.
P90
P95
1-Yr
2-Yr
10-Yr
25-Yr
50-Yr
100•Yr
Pre -Development
Q• (in)
q„ (csm/in)
Q (cfs)
Post Development
Q• (in)
q„ (csm/in)
Q (cfs)
**Note: To decrease Post -development peek flows - increase storage volume being drawdown or infllbated or lengthen post.
development time of concentration. See LID HELP for more information.
Length (ft)
Slope (Pofl)
Surface Cover
T�(hrs)
168
0.015
Grass
0.39
796
0.023
Unpaved
0.09
Length (k)
Slope (H/tt)
n-value
HOW rea
(kr)
Wetted Perimeter (k)
T� (hrs)
680
0.016
0.05
47.0
50.0
0.05
Length (ft)
Slope (k/k)
Surface Cover
T�(hrs)
190
0037
Grass
0.30
Length (ft)
Slope (tuft)
n-value
Wetted Perimeter (k)
T� (hrs)
1957
0.005
0.013
9.6
L9
0.06
F.F.
P90
P95
1-Yr
2-Yr
10-Vr
25-Yr
50•Vr
100-Yr
Rainfall in =
1.00
1.40
1.86
2.78
3.3fi
4.89
5.80
6.53
7.27
Q•„ =
0.00
0.00
0.01
0.17
0.3a
1.00
L50
t.94
2.43
CN,d =
67
59
56
56
56
56
56
56
56
F.F.
P90
P95
1-Yr
2-Yr
10•Yr
25-Yr
50-Yr
100-Yr
Rainfall in = 1,00
t40
1.86
2.78
3.36
4.89
5.80
6.53
7.27
Q'„ = 0.00
0.00
0.00
0.16
0,63
t.93
274
3.40
4.08
CN,a = 67
59
52
56
64
70
71
72
72
0.00
0.00
0.01
0.17
0.34
1,00
1.50
1.94
2.43
189.57
189.57
t89.57
189.57
229.77
343.43
343.43
343.43
343.43
0.00
0.00
0.13
1.87
4.82
20.28
30.35
38.29
49.00
0.00
0.00
0,00
O.tfi
0.63
1.93
2.74
3.40
4.08
219.77
219.77
219.77
219.77
377.70
510.22
570.22
570.22
510.22
0.00
0.00
0.00
2.04
13.89
58.08
82.29
102.06
122.36
N/A
N/A
-100.0%
9.1%
203.1%
186.4%
171.1%
159.7%
149.7%
STORM-EZ 2/19/2015
Version 1.4 Peak Flow Calcs Page 1 of 1

Operation & Maintenance Agreement
Saddlebrook Phase 2
Midland, INC Cabarrus County
Prepared By: Matthew G. Velkovich, Summit Land Services
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set locatlo
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply &
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
Soil Amendments
Present:
O&M tables
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Hold
2627
Monroe, INC 28110
704-287-1602
Date:
S a Notary Public for the State of
County of \ k , do hearby
personally appeared before me this day of _
acknowledge the due execution of the Operations and Maintenance Agreement .
Witness my hand and official seal,
My commission expires 14 I 30 I -I
—T
and
STORM-EZ 1 2/18/2015
Version 1.4 O&M Manual Page 1 of 6

i�:
Yip,
i?
r
J � �
!,
i
.' /
h �%
:'��l
.:•
�,
'�J

I Stormwater Wetland Maintenance Requirements I
Important maintenance procedures:
Immediately following construction of the stormwater wetland, bi-weekly inspections will be conducted and
wetland plants will be watered bi-weekly until vegetation becomes established (commonly six weeks).
No portion of the stormwater wetland will be fertilized after the first initial fertilization that is required to establish
the wetland plants.
- Stable groundcover will be maintained in the drainage area to reduce the sediment load to the wetland.
- Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, it shall be inspected monthly and within 24 hours after every storm event greater
than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set
location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
Entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed,
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
Forebay
Sediment has accumulated in
Search for the source of the sediment and remedy the problem if
the forebay to a depth that
possible. Remove the sediment and dispose of it in a location where it
inhibits the forebay from
will not cause impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
STORM-EZ 2/16/2015
version 1.4 O&M Manual Page 2 of 6

I Stormwater Wetland Maintenance Requirements (Continued) I
Deep pool, shallow water
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
and shallow land areas
of the deep pool and shallow
water areas.
Cattails, phragmites or other
Remove invasives by physical removal or by wiping them with
invasive plants cover 50% of
pesticide (do not spray) — consult a professional.
the deep pool and shallow
Shallow land remains flooded
Unclog the outlet device immediately.
more than 5 days after a
storm event.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
a lication to establish the ground cover if necessary.
Best professional practices
Prune according to best professional practices.
show that pruning is needed
to maintain optimal plant
Sediment has accumulated
Search for the source of the sediment and remedy the problem if
and reduced the depth to 75%
possible. Remove the sediment and dispose of it in a location where it
of the original design depth of
will not cause impacts to streams or the BMP.
Embankment
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by
Make all needed repairs.
appropriate professional
shows that the embankment
Evidence of muskrat or
Consult a professional to remove muskrats or beavers.
beaver activity is present.
Micropool
Sediment has accumulated
Search for the source of the sediment and remedy the problem if
and reduced the depth to 75%
possible. Remove the sediment and dispose of it in a location where it
of the original design depth.
will not cause impacts to streams or the BMP.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
STORM-EZ 2/16/2015
Version 1.4 O&M Manual Page 3 of 6

I Wet Detention Pond Maintenance Requirements I
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one
is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
roblems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
,necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
STORM-EZ 2/16/2015
Version 1.4 O&M Manual Page 4 of 6

I Wet Detention Pond Maintenance Requirements (Continued)
I
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
STORM-EZ 2/16/2015
Version 1.4 O&M Manual Page 5 of 6

I Wet Detention Pond Design Summary 1
WET POND ID FOREBAY MAIN POND
BMP A Normal Pool El. 517.5 Normal Pool El. I
Temporary Pool El: 523.5 Temporary Pool EI:Pretreatment other NoClean out depth: 513.5 Clean out depth:than forebay? Sediment Storage El: 513.5 Sediment Storage El:Has Vag. Filter.. Yes Bottom El: 514.5 Bottom El:
STORM-EZ 2/16/2015
Version 1.4 O&M Manual Page 6 of 6