SW3170604 - Canisteo Subdivision

drDESIGN
aRESOURCE
G R 0 U P
TRANSMITTAL
Date. September 13, 2017
To. NCDEQ — DEMLR (Stormwater)
Robert D. Patterson
512 N. Sailsbury St
1617 Mail Service Center
Raleigh, NC 27699-1617
RECEIVED
SEP 14 2017
DENR-LAND QUALITY
STORMWATER PERMITTING
Reference Deal Road — Preliminary Plat 2nd Submittal — Additional Documents
Job#: 635-002 Canisteo Subdivision (Deal Road)
Please find attached the following for the referenced project.
Quantity Date Description
1 8/23/17 Low Density Supplement Form (Original)
1 8/22/17 Low Density Residential Deed Restrictions Form(Original)
If you have any questions or require any additional information, please let me know. You can contact me
directly at 704 343 0608 x-371
Sincerely,
DESIGN RESOURCE GROUP, PA
Ryan Xu
Associate
2459 Wilkinson Boulevard, Suite 200
Charlotte, NC 28208
®
7043430608
www.dr.drgro.cocom

Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances car,
O K
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Mana � 9
Regulations, deed restrictions and protective covenants are required for Low Density Re ,'*fta
Subdivisions where lots will be subdivided and sold. Deed restrictions and protective coven ppli
necessary to ensure that the development maintains a "built -upon" area consistent with the a !M;!�Zj���
regulation governing the density level G
I, Cameron Helms acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Canisteo Subdivision prior
to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW3170604 , as issued by the Division of Energy, Mineral and
Land Resources 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 The covenants pertaining to stormwater may not be altered or rescinded without the express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 Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is N/A (under 2 QUA) 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, and
coquina, but does not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swa/es, etc.) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a 30* foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shall terminate at least 30* foot from the mean high water mark of surface waters.
*50 foot for pr fects located in the 1200 coastal counties.
Signature: �..fi4 4 4�8 -A�17
Date:
_W -o nonS , a Notary Public in the
State of TXX4N CaVW County of VW LOn
do hereby certify that 0juyem-y\ 'tWL'ns personally appeared
before me this the day of u a- , 20�, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal, +++++++
S T116
SEAL . v°
Signature = g� �oTARv-
°�� a
eO
My Commission expires Jr pUe�`
Form DRPC-5 Rev.2 05Nov2009 Page 1 of 1 C

r
CAMERON'S INC.
113 Indian Trail Rd. N. # 274 • Indian Trail, NC 28079
Phone: [phone] + Fax: [phone]
August 22, 2017
Hi Marc,
Please find the signed NCDEQ Deed Restriction for Canisteo from
Cameron Helms enclosed.
If you need anything further please let me know.
Thank you.
el2Clil2
Cameron's Inc.
113 Indian Trail Road North #274
Indian Trail, NC 28079
[e-mail]
704-684-3377

Permit No.
(to be provided by DEMLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This fonn mai be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H.1000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : Canisteo Subdivision
Contact Person: Cameron Helms Phone Number: ( 704 )400-9837
Number of Lots: 15 Allowable Built Upon Area (BUA) Per Lot*:n/a (under 2 DUA)
Number of Dwelling Units Per Acre**:0.84
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction [non -SAI only)
II. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (httl2:Hportal.ncdenr.orWweb/Ir/state-stormwater-forms docs)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non-uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4

Calculation: N/A
For uniform lot sizes:
(SA: ft2 x DF: 1- (RA: ft') OA: ft2) = BUA per Lot = ft2
(No of Lots: )
For non-uniform lot sizes:
a. (SA: ft2 x DF: ) - (RA: ft2) - (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: sf. b must be < a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 10 -year storm.
Swale No.
Drainage
Area (ac)
Impervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
(%)
Vallow
(fps)
Vactual
(fps)
Flow
Depth (ft)
1
0.45
0.25
0.20
0.6
1.64
1.00
1.47
1.14
0.71
2
0.55
0.31
0.24
0.6
2.00
4.00
2.97
2.05
0.57
3
1.36
0.77
0.59
0.6
4.94
8.00
4.17
3.27
0.71
4
0.80
0.45
0.35
0.6
6.53
8.00
4.17
3.58
0.78
5
0.80
0.45
0.35
0.6
2.90
1.33
1.73
1.47
0.81
6
0.66
0.37
0.29
0.6
2.40
2.00
2.10
1.63
0.70
7
0.87
0.49
0.38
0.6
3.16
1.43
1.77
1.57
0.82
8
9
10
11
12
13
14
15
16
17
18
19
20
* Impervious area calculated using weighed C value
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
N/A a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
C2.00 b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
C2.00 c. t For Phase II Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
Form Submittal d. Deed restriction language as required on form SWU-101 shall be
recorded as a restrictive covenant. A copy of the recorded document shall be provided to
DWQ within 30 days of platting and prior to the sale of any lots.
_lk7tl C2.00 e. Built upon area calculations are provided for the overall project and all lots.
ffil C2.00 f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
&l/ C4.00 g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
2 1 DA report h.Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%. * 2 ditches @8%
JW DA report i. At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
14((Z C4.00 j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non-erosive is velocity < 2 ft/s).
C4.00
k.
Swale detail and permanent vegetation is specified on the plans.
V C4.00
1.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
1411 N/A
m.
Swales are located in recorded drainage easements. *Within
Rn
N/A
n.tt
Length of swale or vegetated area is at least 100 feet for each curb outlet.
N/A
o.tt
The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
' /
1'V N/A
p.tt
Curb outlets direct flow to a swale or vegetated area.
t Projects in the
Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:
6\
Address: 113 Indian Trail Road i
Signature:
Date: F) _ a 3 -)D /
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
I, "� n, S. , a Notary Public for the State of ( t� a County of
\ j X\ nr-, , do hereby certify that C(x' O)yr , e)- \kLkS personally appeared before me this
day of , OL_ , and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
Notary ignature
0010111f tiff II�rr
SOS, g T/ -/o"'-
........... .f' �9s
S1u�G _ My commission expires
G,•.�s,ch 26,2°�ry
. .........
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4