SW3150205_HISTORICAL FILE_20150512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW �l SCJa �i
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
FHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �MMDDlo`1
YYYYMMDD

Ih Title15
andprote(
High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
control facility.
I, Tucker Lan Holtlings: CLC clo.David Tucl e& .,acknowledge, affirm and agree by my signalbre below, that I
Will cause. a;to,lowing'deed;reslrictions 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 S 3/_5' 0.7 o , as issued by the Division of Water Quality under the
Stormwater Management Regulations.
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 The covenants pertaining to stormwater may not be altered or rescinded without the express written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.
G4
not
)as
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
Id
7.
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" toot wide vegetated buffer between all impervious areas and surface
waters.
"50 foot for projects located in the 20 coastal counties.
B. All runoff from the built =upon'areas on,the'lot must &i ln`into the` permitted system: This may be
accomplished through a variety of means including roof drain gutters which dram'to: the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot :run off ,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 Rev.2 05Nov2009 Page 1 of

State of - I
do hereby certify t
before me this the
My
Huh Density Residential Subdivisions
Deed Restrictions & Protective Covenances
a Notary Public in the
County off - - - - — -
1_ .. LIIC KJ�KAW
elsonallyappeared
' day of ! ) 20, and acknowledge
the foregoing instrument. Witness my hand and official seal,
SEAL
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2
SW 3/30'20s
ZSSGt�D fj PRA- Zq
z a/5

Application Completeness Review
First Submittal ❑ Re -submittal Date Received:
Development/Project Name: SgcQd/. bavoiG
Receiving stream name W e n� v 1 2vr & d
Date Reviewed: By Bill Diuguid
1
For post -construction requirements, a program will be deemed compliant for the areas whye it is 9 C
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HOW, ORW, Nie Ri r Be Z
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed utrieS-0
Management Strategy. 1 '� y
1 High Density Projects that require a 401/404 within an NSW require 85% TSS. 30% TN an „%'Trl 30aremoS(
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 35. 2 f- L/ ^ 6 0. 5 1 k/ Jurisdi tion CgJ C
Project Address: 0 F F 14wGel s oa s o or
Engineer name and firm: - . fCo rr, i A 0 p, E Sa r ', -r t-aJA st,tiJ�6i r
Phone: V03-**8 - 4L*s-Z Email: _ su. n,; - c o m ik X . Co
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? GrYes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ugh Density ❑ Other
�[-'PV 01/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
O/ BUA '70 afe W Zl-& 'l1D A-"c -s T'b 6E REnnDYL P C'>
1]' Check for $505.00 included
d Original signature (not photocopy) on application
tf Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
% or subdivided projects, a signed and notarized deed restriction statement % D )We_ ittc G.'Jea
El-
y ealed, signed & dated calculations
UK Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
GYStormwater Wetland
53"Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
/ wo sets of sealed, signed & dated layout & finish grading plans with appropriate details
Narrative Description of stormwater management provided
Soils report provided
p Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
9( Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
[/imensions & slopes provided
o /Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
/ 'MP operation and maintenance agreements provided
/0 -30, a" Application complete ❑ Application Incomplete Returned: (Date)
a//e,v4
/lr;..
DLO
May 5, 2011 Revision, Bill Diuguid b w 2 71-/�' 6)7'i-7ps'a utR+-arnr[Qa/ct..

AAL
SUMMITO'
�c
Summit Land Services
3575 Centre Circle Drive
Fort \fill, SC 29715
704-626-2800
oFti� ,�qy _`:rys9�
phamilton(a summit-comeanies.cor
TO: NCDENR
Attn: Bradley Bennett
1612 Mail Service Center
Raleigh, NC 27699-1612
TRANSMITTAL
DATE
PROJECT NAME:
PROJECT #:
February 19, 2015
Saddlcbrook Phase 2
3350
RECEIVED
FE8 23 28'15
^_ DENR•LAND QUALITY
Patrick Hamilton, PE

,"�;.
1�...
�'�°: •J
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�: �. '�
s �.
S: ~%
r �:
�„ _

/�SS �� JZ./� A ///pplication Completeness
d First Submittal ❑ Re -submittal Date Received: 2 23 /S Date Reviewed: z Z' eSBy Bill Diuguid
Development/ProjectName: SAc&O ,6Look P nsaZ
Receiving stream name /yI to 12p 2v_Fk -in RoctX R„,_Classification: C
River Basin: V A •n 11:., ' r.
For post -construction requirements, a program will be deemed compliant for the areas where
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neu��jj
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nui
High Density Projects that require a 401 /404 within an NSW require 85% TSS, 30% TN and 3§e.TF�*m
N r
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): A
Latitude and Longitude: 35-. Z f- X/ ^ 6 ©• 5 I k/ Jurisdi tion C ' Co
Project Address: O - . 6 c / A02PV, oa
Engineer name and firm: {Co1r,t r,£ San ;7 ,rp ss,•
Phone: 903 -**R _ *4L sz Email: nn..-/Y_ nv.z Lim Su rnm1T-� J m Pa,nH! t ( o rn
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? GrYes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets I13-14igh Density ❑ Other
�V01/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
UA 70 °%o W Z%V wob k". s -7-a Er 1Z EM o rt P `
V' Check for $505.00 included
d Original signature (not photocopy) on application
t1l' Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person siqninq the letter.
WAW4
S[` D<�s�f P�s"4{ off J 5whd„T;sr s D ec
r subffivided projectsja signed and notarized deed restriction statement % c� 73,L /2[ c E . Je n pn�yr
Sealed, signed & dated calculations r?
ur Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each) _
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
P'Stormwater Wetland
@a Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
R /Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
o Narrative Description of stormwater management provided
/Soils report provided
d Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
Q( Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
[� imensions & slopes provided
o' Drainage areas, delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
/ (�,MP operation and maintenance agreements provided
X'—�® Application complete ❑ Application Incomplete Returned: (Date)
Comments ito
D�.. AIlJT SURe
h'J
Q- � , Nt:[DCD;
IyLA�/ To ktn 6e 7 M f2 0 / L.:�--�
May 5, 2011 Revision, Bill Diuguid W R cf- f C
kr,,

Ms. Tonya Jones, B & C Holdings, LLC
State Stormwater Permit SW3150205 -- Saddlebrook Phase 2 Residential Project
Midland, Cabarrus County
April 29, 2015
Page 2
After thirty days from the date of this letter, this project will be kept on file at the NCDENR Division
of Energy, Mineral and Land Resources, Land Quality Section, Mooresville Regional Office. If you
have questions after that time, please contact Zahid Khan, [e-mail], of that office.
Until that time, if you have any questions or need additional information concerning this permit,
please contact Bill Diuguid at [phone]; or [e-mail].
Sincerely,
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P.E., CPM
Director, Division of Energy,
Mineral and Land Resources
cc: NCDENR DEMLR Mooresville Regional Office
NCDENR Central Files
NC DEMLR Stormwater Permitting Unit Files
Attachments

State Stormwater Permit
Permit No. SW3150205
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 29th day of April, 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

Midland, NC Cabarrus County
Matthew G. Velkovich, Summit Land Services
v 1 G
Saddlebrook Phase 2
y \ f N y Midland, INC Cabarrus County
aup
## kiat&y G. Velkovich, Summit Land Sery
Application
Type of applicatioq, �- New Permit
RECEIVED
FEE ? 3 1015 © L.1
DENR-LAND of let 1,► e�nr�en ...
Only complete application pP l ges 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
lenm Notes / 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 appropdate
regional office Express Review Coordinator to schedule the required pre-
annlirafinn meetinn.
Click here for Exoresa Permlflino 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 1/2 mile of SA
waters, then include the 112 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 with 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, males, 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).
j. 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 1' _
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-CB.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, underdrains, outlet devices, etc.
STORM-F2 2119/2015
Version 1.4 Application Page 1 of 4

Midland. NC Cabarrus County
Matthew G. Velkovich, Summit Lana Services
7 Two sealed, signed, & dated planting plans for each SCM (or typical) at a ,
We
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
We
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 initial
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 Restrlcllon 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 State, otherwise the application vnll
he rehuned.
NC Deot. of the Secretary of Slate
12 A copy of the lease agreement or pending sales agreement if applicable.
We
ph
i
STORM-F1-
Version 1.4 - "Application
09
2/19/2015
Page 2 of 4

Midland, NC Cabamus County
Matthew G. Velkovich, Summit Land Services -
T,. - - :' a•" Part II: GeneralProject�and ApplicantInformation.
Project Name: Saddlebrook Phase 2 Date: 4-Dec-14
Project Street Address: Lat: 35.24
City: Midland 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
(Idontf y tho corporation, organization, property owner,
govornment oMlelal, etc. which owns the nroloet.)
Owner / Signing Otfical's Name: B & C Holdings LLC/ Tonya Jones
Centre
Status of
applicant: FOwner
River Basin:M46.94
Receiving Stream(,):
Stream Class(es) :
Surface Water Area (ac):Coastal
wetland area (ac): 0
Total property area (ac):Total
project area (ac): r 46.94
Goalslcharacteristics:
Volume Matching (LID) Drains to an offsite stormwater system
Low Density �ElWithin 575' of Saltwater ORW
f!q
High Density Within 5 miles of a public airport
Rriefly summarize
how the stormwater runoff wIl be treated: _
- ' '•` , Part'lll: Permit Information
Status of construction: Not Started
Other permits needed: YES Sedimentation & erosion control 404 Permit / 401 Certification
NO I CAMA Major Permit Isolated Wetlands Permit
NO Threatened & Endangered Species fENEOINPDES Industrial Stormwater Permit
If an application
Provide the permit
has been
number and
that have already been
number and
If claiming vested rights, then identify (and attach) the supporting documents and approval dates:
�Approval
of a site -specific development Plan or PUD Approval date:
Valid building permit Issue date:
Other Date:
Not Started
Point of Contact:
Phone number:
2/18/2015
STOR' �.
Vers oM
+
' Application
+ ,�
Page 3 of 4 r
..
b
f r
44 u,
_:,�•!s_..�P',., ,_ ,. *., ....
4, _ Lb IG'.',_.,.,f
b e+t I , 11-.. 4."" „i AT _
- ,. ...
.,., "`, r

Midland, NC Cabarrus County -
Matthew G. Velkovich, Summit Land Services - - -
Part IV: Additional Contact Information - - - -i
(Optfonao Additional Contact Scott Twitldy
Person I Orginization:
Signing Official & Title: Agent
Street address: 2627 Brekonndge Centre Drive
City, State, Zip: Monroe, NC 28110
Phone number(s): 803-389-3387 -
Email: stwlddyAcarolina-develogMil com
(Note: PorsonlOrganlsatlon noted above may be contacted for additional project Information If
applicant cannot be reached.)
Part V: Consultant Information
Complete this section If you wish to dosignato 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: Matthew G. Velkovich
Firm: Summit Land Services
Street address: PO Box 7442
City, State, Zip: Charlotte, NC 28241
Phone number(s): 803-448-4452
Part VI: Property Owner I Applicant Certification I
I, (the Owner 8 Applicant listed above), 12oytol V 7—tAzAte+-- , 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 stormwater rules and requirements.
I, 1 k]-\ U• \XL , a Notary Public for the State
County County of do hea_ rby a- q , �a�,�t
personally appeared before me this day of �•�iLRyl
and acknowledge the due execution of the application for a stormwater permit.
Witness my hand and official seal,
�P r% v/v
•. t9
�01A Rco
y
Date:
commission expires La (� 1
STORMSEZ - 2/1812015
Version 1.4 " + ; Application 'r - , •� Page 4 of 4

Saddlebrook Phase 2
Midland, NC Cabarrus County
Yadkin River Basin
®��
NCDENR
RAINFALL & CALCULATION DATA
Project County:
Cabarus
Project City:
Midland
Rainfall Source:
Charlotte
Loaded Rainfall:
I Chadotte
Design Storm:
1- r, 24hr
Discrete SCS Method,
Calculation Method
Pre - Poat
Storm Event Depth
Inches
First Flush / WOV 1.00
P90 1.40
P95 1.86
�1_ rj24?hr� 2.78
2- , 24hr 3.36
10-yr, 24hr 4.89
25- 24hr 5.80
50. r, 24-hr 6.53
100- , 24-hr 7.27
(Minimum Design Storm = P90 for non -SA, 1-yr, 24-hr for SA)
(Minimum Design Storm = P90 for non -SA, 1-yr, 24-hr for SA)
NOTE: Please use the Storm-EZ calculation cheats to document the etormweter deslgn
and create the 08M Agreement, Highlighted Storm is Design Storm
- PROJECT INFORMATION
Total Property
Area
37.65
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 s 403,979
Future s
Off -site s
Existin BUA s
Total 1,146, 025
Use Worksheet Data? 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.
4
Use Worksheet Data? 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.
4

Pre -Development Land UI
Nora• Enter BUA Dreinsrg M
PorrrWaDls PaystrMnt Below
User Defined Drainage
Saddlebrook Phase 2
Midland, NC Cabarrus County NA
Yadkin River Basin NCDENR
lame Area of I 1 I
is:
Area
HSG
Land-uw
CN
facnial
B
Pasture or Upon5
61
3a3.306
7.&&
2093%
8
Woods
55
1,296,781
29.77
79.07%
Sutioal:
1 1,6110,O117
1 3765
x sung Permeable Pavement (Infiltration):
SCM x Description
100
SCM
Existing Green Roofs:
Pre -Development SCMs:
Pavement Area
Atltlitlanal BUA
Sail
IMlltratio
Gravel
TOUT
r
Gravel
Orlflcro
Dla.
odflce
Holght
BUA%
Hat SynNWc
D.S.
HSG
n Rate
'old Space
M
Cher]
BMP
(sf)
(of)
(inne)
(%)
(ro)
(in)
(in)
From Land Uw Tewea:
1,640,0&7
nt � Additional BUA
0
Green Roofs:
0
caned u aw Waters & N oa
ndil :
irPeoaaMaPavement
Presen Coastal
Wetlands:
Torol Slro Aroa:
16400&7
WO Volume
Provided
Dreine a Area
pownstream
SCM
n
a a
SCM T
HSG
0 1640067
Rainfall Volume=
10467 aoeinches =
379,953
cf
RunoffReducdon Components:
Natural Infiltration & ET =
.98.36 aomminchss =
357,042
d
Disconnected Impervious Surfaces =
0.00 ecre+nches -
0
of
SUM Infiltration=
000 acre4nches =
0
d
Permeable Pavement Infiltration =
0.00 acre -inches •
0
d
Green Roof ET =
0.00 acia.inchas =
0
or
Post Filbat'on D'scharo =
000 aaeinmes -
0
d
Total Runoff Reduction -
.98.36 acre -Inches =
-357,042
cf
SCM Treatment:
Treated SCM Outflow=
000 acre ndres
0
of
Untreated Surface Runoff -
6.31 acra+nchas =_
22,912
Cf
The Pro Dwolopment project or" connotes 0 of of built upon or", resulting In an overall density of 0%
STORMFZ 2/19=15
version d Pre-0evelognanl - - Pa0e 1 oft - .
'..1t !'rI N' I.. rn -. 1 A I r

9CY/
C
ook
Saddl NC Cabrru®� Li Phase nt A
Midland, NC CaEea County
Yadkin Film e..m NCDENR
Drainage Area # 1 of i
- P057-DEVELOPMENT LAND USE CALCULATIONS
..,..
re.......
pavement M•
MEXIwe1 DU/,
MSttrYlon
Voltl Spew
Total
Gwwl
Hn
OXOw
O#Ow
Dowm
M1Xock
OCivackn
N!G
Pvmt TYW
Rtle
De IH
9YnIMUo
Die.
HeIOM
elnem
LMak
LMck
U-0
6LM
(ell
(ett•el
Is0
Pcrw)
QrvTG
M)
On)
m)
(n)
006
D66
No
R.MT I —.a;
Rm.l.lm Land Use:
'a^•
Nm
Ia,Wuaa
GN
Nn
%
9
mpa
080
US US
1 12W
1 0351%
B
Open 6pew (YenepM Open Spewj
610
BS,Oe2
150
6.06%
B
L. W,doily RAVaM Open 56aw)
a2s
1.0251m
2350
82.50%
PemaoMB Pavement SUA'.
WA
0
0.00
OW%
GmnRooss
WA
0
OM
0W%
SUGTabI'.
18b Obi
3?BS
100.00%
Le,tl ErclurYd or prrbl ExIMW eom VW— LakWark a, eL
Surface Wmen A Non-CwMeI WMeMe: 0 am
Lwdal We0¢ntls:1 0 1 am
Total SM M•: 1610 oeT 1 37.65
wootl..0 d.0 a LM dM Summary:
Wooel
Open Spaw. 4' aT30 at
Impamloua. 59600 at
e summary:
Rainfall Vduma a
1019T evee¢IYe .
379,963
of
Runoff Reduction Componal
Natural Infiltration 8 ET =
4ul So a»lrcnea .
-1247e0
d
Disconnected lmpe keus Surfaces=
000 aweAeY,n a
0
d
KAI Infiltration=
4.5E xM:chaa •
-27,e55
d
Permeable Pavement InfilVation=
O00 aso.h ,.
0
d
Green Roof ET =
OW eael+r.Ma .
0
d
Post FdheI ri Discb e =
Oe0 eoaiMroa
0
d
-.. STOR 2/IWNIS
V nbn 1; Y r.,{+Pod DeeNopmenl r Ppe1d2

Saddlebrook Phase
Midland, NC Cabama Coasy
Yadkin Bivar Basin
0reinage Area 1 of 1
T
�A
NCDENR
P087-DEVELOPMENT LAND USE MICULATIONS
Sc51 rreatneelf:
Trealed SCM Outlaw = R550 aoeLrner-X6,114
d
UIIlIaalaa Surface Runall a S25 euo-lncmm • 21,585
d
Pre -Development Runoff = 6.31 w•.rn.+ 22,912
ct
The Poc40.wlopmenl pmj c1 me cart•Ins11 46035 af of WIN upon ene, omuXing In an owrell GmMy of 69.88%
. STDBM EZ
..
'post DewkgmN
1/1W1015
P"t of

$add, NC Call Phase nt �AA
Midland, NC Abarru. County +f�i,.�ea�
YWMn Riwr Bain cl) R
Dmimee Frmp 1 0l 1
' PROPOSED SIP. a STRUCTURAL RUNOFP VOLUME CONTROLS"
Enter only runoff volume below that will be infiltrated or drawn down over 1 to 5 days. Additional volume provided in devices should not be emered in this worhsheet.
Drawdown time requirement app lief to all atone events.
Nelmyrvnn a y
AIe• TISIe1 .
V.. pr.hq. Tabl PoY
or hFbu %WTA1 %MTgY aaMK. UJwe MY N. . Na{ rA{OM Traded
aCY In I.nONw•Y PaN.s �wMn�—Tmm Volum. VW !L Ows" Gab•
[a1,pf.vee0e}Olo LlVfR<mm}Me.aIlM•V•.M.6•Y/VHMau.. Too,,oa No.V•�.i.L.nml MPoMan
nominaNY
�.
Rwm7FdffSunm w,.
Rainfall Volume•
IWel v.+.n•a
379.951
ct
Rumff R- lctlon Comyonmar.
Natural lnfihnifbn a ET=
am.a.+.dn.
.I211.0
n
axmnected I.Ponou, Me=
aao caM»r
0
u
SCM lnfilewlo,=
-Tm -v—?-•
111.
d
fenrmbo. Pavement lnfilbalion=
.Pe— u.'M. •
0
0l
Green RW ET=
am. •
0
C
Pwl RI l q.G -
se.fnt •
o
C
—a Retlucaon •
TOU Runoff
+Imtw acra{Iw.
452,195
a
SCM Trameane
Trmled SCM WI
sam .aaaime.
30E 174
a
UnU*a%d Somme Runoff •
aaa..'aa
21,-5
cf
Pre mopmenl Runoff =
eel.oaafaa
Diderence=
am .a..�rn•.
-1,5D
cl
"BASIC TREATMENT MET"
Tna roYawoP.we Pq.uan. oar n.mxa Yam upenan., mWYe e.n eratd aalmrw M.al
warni
WY: Uen a..•4e.N[a.aao-awart .bnYn Y/e. mm4uLtl'.wY.'q. uNw.bn rawa m.v mour Pwtl IUN9 ub ' TIn "are ukW W Yanb W Ww%a n MYn men uWYn•t
inaNFS - Woroll
B
.z3 z.. mnv La r 6GmvwW CONob i Pa0.1a1

Satldlebrook Phase nn
mel.na, Re awr.e. e«rny
AMA
L,
YadWn Rlwr Basin
NCDENR
Drainage Area 1 of 1
•
- - FATE OF RAWFALL
led torn: I
1 Yur
• BASIC TREATMENT SCALE
Come,11ance Stem =1Year St -R IFd I1D 1�=2 TSI M
fl
Berl[ Trestmem mrwMld
VOLUME MATCHING SCALE
Ingress
•y -
N-.- �...., ';'�s1-tl n rr.
,�".i�°'Bit
�i r6Y �"^ff.�!�%R�e a.,
Wume MXmInB Tnrwxald
FATE OF RAINFALL GRAPHS
one
Pre Development Fates
Port Development Fates
ers
30r{
..i... ...
.............................. ... ............................. .......... ........ .... ...................................
]01t ....... .. ._.._...._........�M..._...�.......
R."I'lsar T.S05lian unvearNmmaFunnn.
SeYsn
m r.r n n nrXadoNllwnnm eMPa.o[r unrr-n suns[. fug 22912d
rX .oe .r
:p.Fert000l mw�onm
n o.ra,.X d eP r^ r 'pd
Poor
al^IrlbNon py OMR�iidaad
mnnenMrmpervbu lnrlmrtbn�etl a4rren [reMrnap ngo�ed
ap[rmeeple Peromenr lnrlltlXion �a[I
an rat neM Fi�3aS1XStl
a0lwnnea[ed lrmervbua bllOrtbn �eX
ilre'FeMIN
RaM^Y cdeNdupleV Me ttWmbpc prrceene b Wrbr nMW wYmwne WIecW peeM m tlawmlWvlbruol YM we, u11Ype. eM abrmwW wnY^b erwnd py Ne rXr. iM tlurre Xe OeeaSrrl
b YWYYare eWr^'^*br
[6nb
a (wm WYX YUY.M1e XreApeb Ne lMrNgtcNYMtl.raWfmm rMryoXn arb nrevv eMnwW mrrrgawribeb3u
BTORM£2 �'�. . LIWAIS v
VOrM 1A Fri Feb Great,.Fget Mt

Drain
11
TIME OF CONCENTRATION CALCULATIONS:
Pre•Developmenl
Sheet Flow
Sheet Flow
Shallow Flow
Shallow Flow
Channel Flow:
Channel Flow:
Predevelopment T� 32.22 min fwmm�m smwi.:l
Post Development
Saddlebrook Phase 2
Midland, NC Cabanus County
Yadkin River Basin
Area # 1 of 1
ADDITIONAL CALCULATIONS
Length (ft)
Slope (fllft)
Surface Cover
T, (hni
168
0.015
Grass
0.39
796
0.023
Unpaved
0.09
p.e-no..nlnmm�n�
Length (ft)
Slope (ft ft)
n-value
How Area
(fill
Wetted Perimeter (ft)
T, hurt)
680
0.016
0.05
47.0
50.0
0.05
Sneet Flow:
Sheet Flow:
Shallow Flow:
Shallow Flow:
Channel Flow:
Channel Flow:
Post -development 21.71 min f".mvm 5-W.')
Length (ft)
Slope (}lift)
Surface Cover
T, (hrs)
190
0.037
Grass
0.30
Length (ft)
Slope (WIT)
n-value
(ft i)
Wetted Perimeter (ft)
T, (ms)
7957
0.005
0.073
9.6
7.9
0.06
IMBER CALCULATIONS:
Analysis Area = 37.65 Acres (0.059 sq. miles)
NCDENR
F.F.
0
5
- r
r
1- r
25-Yr
50- r
100- r
Rainfall in = 1.00
1,40
1.86
2.78
3.36
4.89
5.80
6.53
7.27
0'„ = 0.00
0.00
0.01
0.17
0.34
1.00
1.50
1.94
2.43
CN14 = 67
59
56
56
56
56
56
56
56
0-.t ne..eh..... M
0
5
r
2- r
r
25- r
50- r
100- r
Rainfall in =
L00
1.40
1.86
2.78
3.36
4.89
5,80
6.53
7.27
O'„ =
0.00
0.01)
0.00
0.16
0.63
1.93
2.74
3.40
4.08
CNea =
67
59
52
56
64
70
71
72
72
Analysis Area - 37.65 Acres (0.059 sq. miles)
F.F.
P90
P95
1-Yr
2-Yr
10-Yr
25-Yr
SO-
Pre -Development
O' (in)
q„ (csmrin)
all
Post Development
4„ (csmfn)
O (cfs)
D,00"
0,00, .,
0.01 „
-0,77
0,34
1,001,50
1.94
2.43 ' -
189,57
189.57 -'
- 189,57 -
189.57
229,77
343,43
343,43 -
343,43.
343.43
0.00
0.00
D.13
1.87
4.82
2D.28
3D.35
39.29
49.00
0.00
0,00
$00
0,16
0,63
1,93
2,74
3.40
-4,08
219.77
219.77
•:219.77
219,77
377.70
510.22
510,22
510,22
510,22
0.00
0.00
-0.00
2.04
13.99
58.08
82.29
102.06
122.36
N/A
NIA
-100.0%
9.1%
203.1%
186.4%
171.1%
159.7%
149.7-1-
-Note:, To decrease Post -development peak flows - increase storage volume being drewdmm or kirdirafed or lengthen post -
development time of concentration. See LID HELP for more information.
STORM-EZ - 2/192015
Version 1.4 Peak Flow Cafes Page 1 of 1

Operation & Maintenance Agreement
Saddlebrook Phase 2
Midland, NC 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 locatic
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 will
Location(s):
Location(s):
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
County of
personally appeared before me this
Tucker Land Holdings, LLC
2627 Brekonrid a Centre Drive
Monroe, NC 28110
704-287-1602
[e-mail]
a Notary Public for the State of
do hearby
day of
acknowledge the due execution of the Operations and Maintenance Agreement
Witness my hand and official seal,
„ppgr111NN
°
r-_►.� s
My commission expires
Q1 Id �,e 1�
Date:
and
STORM FZ 2/1
8/2015
O&M Manual . Page

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
erosive gullies have formed.
Regrade the soil if necessary to remove the gully, and then plant a
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
the forebay to a depth that
Search for the source of the sediment and remedy the problem if
possible. Remove the sediment and dispose of it in a location where it
inhibits the forebay from
will not cause impact 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
swale.
Regrade the swale if necessary to smooth it over and provide erosion
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
a plicable).
STORM-EZ 1 _ -
O&M Manual
2/16/2015
Page 2of 6•

f Stormwater et and Maintenance Requirements Continued t
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
invasive plants cover 50% of
Remove invasives by physical removal or by wiping them with
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
application 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
and reduced the depth to 75%
Search for the source of the sediment and remedy the problem if
possible. Remove the sediment and dispose of it in a location where it
of the original desi n 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
and reduced the depth to 75%
Search for the source of the sediment and remedy the problem if
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
damage have occurred at the
Contact the local NC Department of Environment and Natural
Resources Regional Office.
outlet.
STORM-EZ _
:. _Version? 4 O&M Manual
2/16/2015
Page 3 of 6

I
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.
Incnartinn activities shall be oerformed 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
erosive gullies have formed.
Regrade the soil if necessary to remove the gully, and then plant a
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
swale.
Regrade the swale if necessary to smooth it over and provide erosion
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).
The forebay
Sediment has accumulated to
a depth greater than the
Search for the source of the sediment and remedy the problem if
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
dying.
Determine the source of the problem: soils, hydrology, disease, etc.
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 . 2/1612015
iVersion 1.4 O&M Manual - Page 4 of 6

l Wet Detention Pond Maintenance
Requirements Continued)
- l
The main treatment area
Sediment has accumulated to
a depth greater than the
original design sediment
Search for the source of the sediment and remedy the problem if
possible. Remove the sediment and dispose of it in a location where it
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
damage have occurred at the
Contact the local NC Department of Environment and Natural
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 •,..
.version"t 4 .... .. .. _......
O&M Manual i
. 2J16/2015
Page.5 of 6

Wet Detention Pond Deslgn Summary t
WET POND ID FOREBAY MAIN POND
BMP A Normal Pool El. 517.5 Normal Pool El. I
Temporary Pool El: 523.5 Temporary Pool El:Pretreatment other NoClean out depth: 513.5 Clean out depth:than forebW. Sediment Storage EI: 513.5 Sediment Storage El;Has Vag. Filter? Yes Boriom El: 514.5 Boriom EI:
STORM-EZ -
Version:,1.4 - - - - O&M Manual �.
211612015
Page 6 of 6 , .