SW1070501_REVISED APPLICATION_20070807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWW745LI�Z
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
S& a ff/)
YYYYMMDD

T. D. Haney
Consulting Engineers, PA
August 3, 2007
Mr. Ken Pickle, PE
N C Division of Water Quality
12a' Floor -Archdale Building
512 N. Salisbury St.
Raleigh, NC 27604
Dear Mr. Pickle,
RECEIVED
AUG 0 6 2007
13Y: D
TD Haney Consulting Engineers, PA is pleased to submit a revised Stormwater
Management Permit Application on behalf of Mr. Gary Reffit for his proposed
Tusquittee Trace development in Clay Co.
Included are the following items:
l . Stormwater Management Application Permit fo - oT o K G i NA
2. Low Density Supplement
3. Project Narrative
4. Lot Schedule ✓
5. Boundary survey showing lot sizes and road right of way.
6. Stormwater/Erosion Control plan drawings. ✓
If you require additional information or have any questions concerning this
application, please do not hesitate to contact me.
Sincerely,
T ng Engineers, PA
Richard Moore
er,03-007
cc: Roger Edwards
Gary Reffit
69 Jenkins Valley Road Alexander, North Carolina 28701
[phone] Phone/FAX

.
f. A

STORMWATER MANAGEMENT PLAN
for
Tusquittee Trace Subdivision
Clay County, North Carolina
July, 2007
T. D. Haney
Consulting Engineers, PA
69 Jenkln5 Valley kOm
Alexander, North Cardin 28701
[phone]
�
RECEIVED
AUG 0 6 2007
BY: LPa,'

F
.RECEIVED
Tusquittee Trace Subdivision, Clay Co AUG 0 6 2007
Stormwater Management Permit Application Narrative BY:
Tusquittee Trace Subdivision is a proposed 16 lot development on a 20.5 ac tract of land
adjacent to Tusquittee Creek, in the Hiwassee river basin, near the town of Hayesville in
Clay Co, NC. Tusquittee Creek is classified as WS-W, TR, HQW at this location.
Tusquittee Trace is planned as a "Low Density" development. The minimum lot size is
1 acre and the total built upon area will be less than 12%0.,-
The common subdivision road system is comprised of the following:
2520' of roads with an 18' wide driving surface, resulting in 45,360 sq ft of area
680' of roads with a 12' driving surface, resulting in 8,160 sq ft of area
Total roads surface area, 53,520 sq ft=1.23 acres.
I
The BUA for each lot is restricted to 3310 sq ft, x 16 lots, resulting in a total of
52,960 sq ft=1.22 acres.
Total impervious area for this development 1.22ac.BUA+1.23ac.roads=2.45 ac.total
2.45ac/20.ac5=.119% impervious area.
Except for a roadside ditch along SR 1316, which does not flow into this site, there is no
offsite drainage flowing onto through this property. Stormwater from this site's road
construction activities is directed to ten discharge points, each below a culvert. There are
also five interior culverts and numerous ditches and diversions which direct stormwater
to these culverts. All culverts will be provided with outlet protection. Ditches will be
constructed with 3: side slopes and vegetated using North American Green products h
rT�gt��
Note! The approved erosion control plan prepared by Smoky Mtountain. Land ECO
System Community, Inc., a copy is included with this application, contains erosion
control measures, ie: temporary sediment traps, silt fence, which will be installed and
maintained during road construction but removed once the roads are completely
stabilized.

RECEIVED
AUG 0 6 2007
ENGINEER'S CERTIFICATION
BY: _&E
Storm Water Management Plan
for
Tusquittee Trace Subdivision
Clay County, North Carolina
The Sedimentation and Erosion Control Plan for the Tusquittee Trace Subdivision has been
previously submitted by Smoky Mountain Land ECO System Community, Inc. and approved by
the North Carolina Department of Environment and Natural Resources — Division of Land
Quality. The following revisions have been made to the Sedimentation and Erosion Control
Plan:
1. Ditch calculations have been revised for 3:1 side slopes.
2. Ditch linings for vegetated ditches have been designed for North American Green
products.
3. Road widths have been revised and labeled as 12.0' or 18.0' wide.
4. The 30.0' vegetative buffer has been shown on the plan and labeled.
Pipe calculations have been verified for a 25-year storm design, based on drainage areas from
the original Sedimentation and Erosion Control Plan.
Run-off calculations, based on original drainage areas, verify that the 4.0 cfs flow, used as a
worst case scenario for the original submittal, is not exceeded for the individual pipes and/or
ditches.
A Miscellaneous Details (Sheet 2 of 2) has been added to the Sedimentation and Erosion
Control Plan that includes the following:
1. Energy Dissipater and Schedule
2. Grass Lined Ditch and Schedule
3. North Carolina Department of Environment and Natural Resources — Division of Land
Quality Construction Notes and Seeding Specifications.
T. D. Haney
Consulting Engineers, PA
69 Jedans Valley Poad
Amaider, North Cadina 26701
[phone]

.1
TUSQUITTEE TRACE SUBDIVISION
LOT #
LOT AREA
BUA/sq ft
1
1 AC
3310
2
1 AC
3310
3
1 AC
3310
4
1 AC
3310
5
1 AC
3310
5
1 AC
3310
6
1 AC
3310
7
1 AC
3310
8
1 AC
3310
9
1.33 AC
3310
10
1.25 AC
3310
11
1.57 AC
3310
12
2.47 AC
3310
13
1.20 AC
3310
14
2.00 AC
3310
15
1.50 AC
3310
16
1.18 AC
3310
TOTAL
20.5 AC
52,960 sq ft/ 1.22 AC
RECEIVED
AUG 0 6 2007
BY: X��

PROJECT NAME Tusquittee Trace
PROJECT # 07-105
DATE July 31, 2007
RUN-OFF CALCULATIONS
A = Area (Ac.)
c = Runoff Coefficient
H = Elevation Change of Site
L = Longest Length of Site
tc = (LA3/H)A.385/128
tc = Time of Concentration (5 Minutes Min.)
i25 = Rainfall Intensity
Q25 = 25 Year Storm Runoff (cfs)
Q = c`i'A
To
A
c
H
L
tc
i25
Q25
Pipe #1
0.91
O'3o
41
208
0.89
7.9
2.16
Pipe #2
038
0.50
39
186
0.80
7.9
0.90
Pipe #3
0.20
0.30
22
107
0.52
7.9
0.47
Pipe #3A
0.10
0.50
46
233
0.97
7.9
0.24
Pipe #313
0.09
0.30
31
152
0.69
7.9
0.21
Pipe #4
0.14
0.50
42
206
0.87
7.9
0.33
Pipe #5
0.51
0.50
53
269
1.07
7.9
1.21
Pipe #6
038
0.50
25
122
0.58
7.9
0.90
Pipe #7
1.62
0.50
150
693
2.14
7.9
3.84
Pipe #8
1.58
0,50
110
509
1.71
7.9
3.27
Pipe #9
1.26
0.30
85
415
1.48
7.9
2.99
Pi e #10
0.27
0,50
70
557
1.26
7.9
0.64
Pipe #11
0.92
0,50
61
305
1.19
7.9
2.18
Pi e #12
0.77
030
63
517
1.23
7.9
1.82
Pipe #13
1.00
0.50
73
364
1.36
7.9
2.37
ED #1
0.10
0.5022
107
0.52
7.9
0.24
ED #1A
038
030
30
148
0.68
7.9
0.90
ED #2
0.44
0.50
70
390
1.32
7.9
1.04
ED #3
0.20
030
56
164
0.71
7.9
0.47
ED #4
0.26
030
42
214
0.91
7.9
0.62
ED #5
0.11
030
26
150
0.62
7.9
0.26

PROJECT NAME
PROJECT #
DATE
Tusquittee Trace
07-105
July 31, 2007
PIPE/ENERGY DISSIPATER CALCULATIONS
Q25 = 25 Year Storm Runoff (cfs)
s = Slope of Pipe (ft/ft)
*1 n = 0.024 CMP *2 D = 16(Q*n/sA.5)A.375
n = 0.012 RCP
n = 0.013 CPP (Double Wall)
n = Mannings Coefficient
D = Diameter of Pipe (in)
e #
Pipe
Q25 Surface
(cfs)
Q25 Pipe (cfs )
Q25 Totals
(cfs)
(ft/ft)
n*1
D*2 Calc.
D Actual
Energy Dissipater
Lining Length
Pipe #1
2.16
0.00
2.16
0.05
0.02
9.25
15"
6"kip kap
7,5'
Pipe #2
0.90
0.00
0.90
0.05
0.02
6.66
15"
FIP kap
5.0'
Pipe #3
0.47
0.00
0.47
0.05,
0.02
5.22
15"
RIp gap
5.0'
Pipe #3A
0.24
0.00
0.24
0.05
0.02
4.06
15"
5'' ZIp Rap
5,0'
Pipe #313
Pipe #4
0.21
033
0.00
0.00
0.21
0.33
0.09
0.05
0,02
0.02
3.86
4.57
15"
WI
3" rip lZap
3"VIP kap
5 0'
9.0'
Pipe #5
1.21
0.00
1.21
0.05
0.02
7.44
19"
kip kay
7.5'
Pipe #6
0.90
0.00
0.90
0.05
0.02
6.66
15"
3"kip l ap
9.0'
Pipe #7
3,84
0.00
3.84
0.05
0.02
11.48
15"
6''kip l ap
7,5'
Pipe #8
3.27
0.00
3.27
0,09
0.02
10.80
15"
6 " np Pap
7,5'
Pipe #9
2.99
0.00
2.99
0.05
0.02
10.45
15"
6 "kip kap
7,5'
Pipe #10
0.64
0.00
0.64 _
0.05
0,02
5.86
15"
31 Ri Pap
9.0'
Pipe #11
2,18
0.00
2.18
0.09
OD2
9.28
15"
?"kipRap
Pipe #12
1.82
0.00
1.82
0.05
0,02
8.67
15"
6" J ka
Pi e #13
237
0.00
2.37
0.09
0.02
9.58
19"
bVir, rat,
ED #1
0,24
0.00
0.24
5" pip rat?
5.01
ED #1A
0.90
0.00
0.90
6 Fip lap
7.5'
ED #2
1.04
0.00
1.04
6 Fip kap
7.9'
ED #3
0.47
0.00
0.47
3"t Rap
5.0'
ED #4
0.62
0.00
0.62
3"i kap
5,0'
ED #5
0.26
0.00
0.26
5'' FIP l ap
5,0'

PROJECT NAME Tusquittee Trace
PROJECT # 07-105
DATE July 31, 2007
SHEAR STRESS FOR DITCH LINING
T = yds
T = Shear Stress in Ib/ft2
y = Unit Weight of Water, 62.4 Ib/ft3
V = Velocity in ft/sec
'Ditch Types - T = Trapezoidal
V = Triangular Ditch
d = Flow Depth in Feet
s = Channel Gradient in ft/ft
DITCH
y
d
s
T
nPEH
SIDE SLOPE
OT OM
WID
V
LINING
Ditch #1
62.4
0.46
1 0.080
1 2.30
T
3 : 1 �
0.5'
4.62
NAG 5C250
Ditch #2
62.4
0.40
0.100
2.50 <1
T
1 3 : 1 "
0.75'
5.12
NAG 5C250
Ditch #3
62.4
0,28
0,180
3.14
T
3 : 1
1.5'
6.10
NAG C350
North American Green Allowable "T" Values for Bare Dirt
NAG SC 250, T Allowable=3.0 Ib/ft sq
NAG C 350, T Allowable=3.2 Ib/ft sq
North American Green Allowable "T" Values W/vegetation
NAG SC 250, T Allowable =10 lb/sq ft
NAG C 350, T Allowable = 12 Ib/ft sq
NOTE: THE DITCH LININGS SPECIFIED FOR THIS PROJECT ARE BASED ON A MAXIMUM DESIGN FLOW OF 4.0 CFS AND
THE MAXIMUM DITCH/GRADE SLOPE FOR EACH DITCH TYPE AS IT WILL BE CONSTRUCTED ON THIS SITE ACCORDING
TO THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE MAXIMUM DESIGN FLOW OF 4.0 CFS FOR
EACH DITCH WILL NOT BE EXCEEDED BY THE 025 RAINFALL.
THE DITCH GRADES CORRESPOND TO THE APPROPRIATE ROAD GRADES SHOWN ON THE APPROVED SEDIMENTATION
AND EROSION CONTROL PLAN AND DO NOT EXCEED 18%.

State of North Carolina RECEIVED
Department of Environment and Natural Resources
Division of Water Quality AUG 0 6 2007
STORMWATER MANAGEMENT PERMIT APPLICATION FO I':
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
CC$ R. 1 N ✓ES TtitEAl'TS -CA)c A,op GIADE r9ND (/t cK l a&WSo/
,
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
R. dA-Qv 2eFF/r t Pa��s cCO2 /N✓FSratEni7S .rA/c
3. Mailing Address for person listed in item 2 above:
i376 o%n 4wY 61f W
City: 14AYI; S V /t-LE State: /ti • C, Zip: Z Fq D
Telephone Number: ( ff3 g ) 3 gR - 0 99G
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Itt-Sgtxt TTEE- —rptC'e-
5. Location of Project (street address):
3 R.t .% TZ L- ke A b
City: f4&YESYILL6- County:
6. Directions to project (from nearest major intersection):
'TAV.el TLL&Qw-r rtE ko,4b re-aw, 14xY&rsuiu-.&- j kptj <EiCT oAj
gp�csrat- ,P_D 60 Z M t P20Xecr oN L&,C7
7. Latitude: .3s- Longitude: of project
B. Contact person who can answer questions about the project: r
Name: GA'may kerr,-r, Telephone Number: 6c a9
II. PERMIT INFORMATION:
1. Specify whether project is (check one): '/ New Renewal Modification
Form SW-101 Version 3.99 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density ,High Density _Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major jt!.'5edimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748. RECEIVED
III. PROJECT INFORMATION AUG 0 6 2007
1. In the space provided below, summarize how stormwater will be treated. Also attach a det e
(one to two pages) describing stormwater management for the project.
�\pCT�I_�►Ira�i�Tliil6U_ a!= s
2. Stormwater runoff from this project drains to the River basin.
3. Total Project Area: 20,4; acres 4. Project Built Upon Area: 1 Z %
5. How many drainage areas does the project have? I
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
L+
Receiving Stream Class
_
Drainage Area
O oS
Existing Impervious' Area
Proposed Impervious"Area
,6
>k0'AL4> Fmr IN SQ r-7-
% Impervious" Area (total)
2 0 O
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
2 3 {tit
On -site Streets
On -site Parking
On -site Sidewalks
—
Other on -site
�-
Off-site
O
Total:
Total:
Impervious area is defined as the built upon area including, but not limited 'to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-10l Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above
W
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
Z. No more than `� . ' � 1Q square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar materialbut do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed Into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the Integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU405
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS RECEIVED
Onlycomplete application packages will be accepted and reviewed b the Division of Water alit AU G QQ 6 ? ��]
P PP P g P Y Q Y NWQ)•
A complete package includes all of the items listed below. The complete application package st ndlfi.be L/
submitted to the appropriate DWQ Regional Office.
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initt s
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) _
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
-'Development/Project name
/Engineer and firm
Legend
/North arrow
i Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
,,Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
f Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): I Y\QQq-t._i__� �� . l-A (;Ql1SJl (iN� G-Ht
Mailing Address: 10 h—'OV_ 5 N
City: XSA ie\LLLLA:F- State: Ac— Zip: ZB B O�3
Phone: (9113 ) 29 B- S 1 g g Fax: ( )
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed In General Information, Item 2)
certify that the information included on this permit application 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 restrictions
and protective covenants wrecorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. il e 11%
Date: 51 GS_I_02
Form SWU-101 Version 3.99 Page 4 of 4
ems'

Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQ)
RECEIVED
AUG 0 6 2007
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may 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 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name : T12"
Contact Person: 6AR.4 jtl-tom Phone Number: (32B) CIS Z.
Number of Lots: I % Allowable Built Upon Area Per Lot*: 3�i 101 O
*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.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• 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. Lots - the total number of lots in the subdivision.
• BUA/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.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x DF) - RA - OA = BUA
No. Lots Lot
Lzo.Simx.>2�- Rw-D av
o _ (SUA�c�7
3, 310 FT 2 '/
M. REQUIRED ITEMS CHECKLIST
RECEIVED
AUG 0 6 2007
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.
Applicants Initials
Q.lcfz a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. 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 sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2