SW1080801_HISTORICAL FILE_20090514

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW zseg-69l
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
PW HISTORICAL FILE
DOC DATE
2a
YYYYMMDD

o SV'Gfhir �+[ULiI211
APPENDIX E -
LID - EZ SPREADSHEET
LANDDESIGN PN: 6007047

I I
OP�yy11LR pGyF Stormwater Management Plan
g Project #: 6007047
Canoe Club
Date: 03/16/09
.IIVG�N LandDesign, Inc. vreg
Design Koffman
!N H111 r C,7A•IJKL
SUMMARY INFORMATION
Site Data
Total Area: 30.31 acres
Jurisdiction: Brunswick County
Receiving Stream Class: Non -SA
Impervious Surface Area: 6.18 acres
Percent Impervious: 20.39%
Built Uoon Area: 20.39%
Stormwater Regulations
Required Storage Volume: First Flush
Override Requirements ? First Flush
Within 575' of ORW ? Yes
Rainfall Data
Depth (inches)
First Flush
1.00
1-yr, 24-hr
4.77
2-yr, 24-hr
5.72
10-yr, 24-hr
8.09
25-yr, 24-hr
9.54
50-yr, 24-hr
10.73
100- r, 24-hr
11.97
Volume Calculations
Pre -Development CN: 59
Post -Development CN: 62
Volume Required for First Flush: 9,273 ft3
Volume Required for A 1-yr Storm: 21,173 ft3
Total Volume Provided: 5,411 ft3
Estimated Peak Flow Calculations
Storm'Event
Pre-Dev. (cis)
Post-Dev. cfs
1-year
26.99
30.09
2-year
40.57
44.43
10-year
97.63
107.64
25-year
130.59
142.07
50-year
158.97
171.51
100-near
189.56
203.08
:04 sr-1
SEAL
1764
LID-EZ Wilminglon Area Model 5/11/2009 10:21 AM
Version 2.0 Page i of 1

"� �' "`�•- Stormwater Management Plan Canoe Club project#: 6007047
5�
Date: 03/16/09
Wif trzvc oar LandDesign Inc. (3reg
�rDesigner: Hoffman
PRE -DEVELOPMENT CALCULATIONS
CURVE NUMBER:
User Defined
User Defined
HSG
Land -use
CN
Area acres
%
B
Woods, Good Cond.
55
27.83
91.82%
B
Impervious
98
2.48
8.18%
98
_
.0.00%
98
0.00%
98
0.00%
98
0.00%
98
0.00%
98
0.00%
98
0.00%
98
0.00%
98
0.00 0
98
0.00%
Area %
CN ac. Imp
0.00%
0.00%
Sub -Total: 30.31 1 1100.00%
Land Excluded from CN Cafr-ulafinns-
Lakes & Non -Coastal Wetlands :
acres
Coastal Wetlands:
acres
Total Area:
30.31
acres
Pre -development CN = 59
Warning: impervious
suYace may not be
counted in the pre -
development condition
without permission fron
Stormwater staff.
Runoff Volume for First Flush:
1.96
acre -inches
7120
cf
Runoff Volume for 1-yr Storm:
33.53
acre -inches
121702
cf
TIME OF CONCENTRATION:
Sheet Flow
Sheet Flow
Shallow Flow
Shallow Flow
Length (ft)
Slope (ft/ft)
Surface Cover
T, (hrs)
100
0.037
Woods
0.21
502
0.048
Unpaved
0.04
Flow
Length (ft) I Slope (ftlft) I n-value `Area (W) Wetted Perimeter
Channel Flow:
Channel Flow:
Pre -development T. = 14.92 min (Mir7iMUM 5 minutes}
Q gf cNy•.
- � SEAL'-
�� 1764
v `-
4, O .�
Tt(hrs)
LID-EZ Wilmington Area Model
Version 2.0
5111 t2009 10:22 AM
Page 1 of 1

ii Stormwater Management Plan Project#: 6DO7047
41.) Canoe Club Date: 03116/09
Vi iKiI G N LandDeslgn, Inc. Greg
�«.,. . Designer: Hoffman
POST -DEVELOPMENT CALCULATIONS
CURVE NUMBER:
Residential Lot Data: (If A licable
Total Area of Lots
(Excluding R/W and Open Space)
acres
Number of Lots:
Allowable Impervious Area per Lot:
sf
Percent of Impervious on Lots:
%
Preserved Woods per Lot;
sf
Percent of Lot Impervious
°
�D
that is Disconnected:
Pervious Pavement Data: (If Applicable)
Type of Pavement;
HSG
Soil Permeability
inlhr
HSG
Land -use
CN
Area (acres)
%
B
Woods (Preserved Open Space)
55
24.13
79.61%
B
im ervious Connected
98
3.23
10.66%
B
Impervious (Disconnected)
98
2.95
9.73%
0
0.00%
0
0.00%
0
0.00%
0
0.00%
0
0.00%
0
0.00%
0
0.00%
0
0.00%
0
0.00%
0
0.00%
0
0.00%
Sub -Total
30.31
1O0,00%
Channel Flow
Channel Flow
Lakes 8 Non -Coastal Wetlands: 0 acres
Coastal Wetlands: 1 0 acres
Total Area: 30.31 acres
Post -Development CN = 62
Runoff Volume for First Flush: 2.55 acre -inches 9273 cf
Runoff Volume for 1-yr Storm: 39.36 acre -inches 142875 cf
TION:
Sheet Row.
Sheet Flow
Shallow Flow
Shallow Flow
Length ft)
Slope (ft/ft)
Surface Cover
Tt (hrs)
100
0.037
Woods
0.21
502.
0.048
Unpaved
0.04
Flow
Length (ft) Slope (ftlft) n-value Area (ft) Wetted Perlmeler (ft) T, (hrs)
Post -development T, = 14.92 min (Minimum 5rninules)
LID-EZ W Iminglon Area Model 511112009 1023 AM
Version 2,0 Page 1 of i

Stormwater Management Plan
0:
Desi ner: Grea Hoffmal
t 0-6-si STORAGE DEVICES
�Ra
y..ae�.nGY4S..10
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 worksheet. Drawdown time requirement applies to all storm events.
Storage Volume Impervious % of Total Required % of Storage
A Rlama 1 nraflnn Tvna of navira Prnvidad ffth Aran tar D_S PUPA Imn_ Aran Storting (ch Providpd
1
SW -A
Road'A'
Vegetated Swale (Storage)
705
0.45
10
7.28%
675.00
105
2
SW-B
Road'A'
Vegetated Swale (Storage)
666
0.46
11
7.44%
690.00
Downstream
3
SW-C
Drive'6'
Vegetated Swale (Storage)
154
0.14
12
2,27% � �-
----210,00
Downstream
4
SW-D
Road'R
Ve etated Swale (Storage)
291
0.16
13
2.59%
240.00
121
6
SW-E
Road'A'
Vegetated Swale (Storage)
537
0.38
14
6.15%
570.00
Downstream
6
SW -El
Drive'4'
Vegetated Swale (Storage)
62
0.23
14
3,72%
345.00
Downstream
7
SW-F
Road'A'
Vegetated Swale Stora a
211
0.23
15
3.72%
345.00
Downstream
8
SW-F-1
Drive'l'
Ve etated Swale(Storage).-90
0.29
15
4.69%
435.00
Downstream
9
SW-G
Road '&
Ve etated Swale (Storage)
184
0,24
16
3.88%
360.00
Downstream
10
RG-A
Road'N
Bioretention
711
0.19
3.07%a
285.00
240
11
RG-B
Road'A'
Bioretention
211
0.01
0,160/0
705.00
30
12
RG-C
Drive'6'
Sioretention
185
0.01
0.160/0
225.00
82
13
RG-D
Road'A'
Bioretention
580
0.41
6,63%
615.00
94
14
RG-E
Road'A'
Bioretention
316
0,01
0.16%
930-00
34
1s
RG-F
Road'A'
Bioretention
525
0.01
0.16°k
705.00
66
16
RG-G
Road'B'
Bioretention
408
0.01
0.16%
375,00
109
17
Site
I Filter Strip
2.95
1
47.73%
18
19
20
Treatment Volume
Minimum Required Volume
for First Flush:
Minimum Volume Required to Meet
e 1-yr Runoff Volume Requirements:
i,41 i ft"
Treated - 6.18 of 6.
9,273 fe
21,173 W
Calculate Removal I
Net Pollutant Removal (%
Tar et °k
TSS
10.2
TN
5.2
TP
6.1
Fecal
c Low
Temp Concern
< Low
I Note; For Peak Flow Calculations See Peak Flow Wo►ksheet a r A 1 I
Additional Informatlon 1
'Volomes fisted in this table are
estimates and may vary due to
changes in time of concentration
from pre- to post-dovolopment
Design Storm
Estimated Additional Volume
to Match Peak Flows ft3
1-year
.13 974
2-year
17,405
10 ear
37,113
25• ear
42,559
50• ear
46,483
100 ear
50.128
04 r6'y.�fa!�J
q(.
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176 o ��
i� �flG1NE��•'GO \�
e ,5p
UD-EZ WmY glon Area Modes 5WO09 3:18 Plus
Version 2.0 Page 1 of 1

Stormwater Management Plan
pm)aeta: 6007047
Canoe Club
Date: 03 6re.
��fnu:tf•.1�
Land�esi n Inc.
w
pee' nor: >relmp�
PEAK FLOW CALCULATIONS
CURVE NUMBER:
Pro-dovolopmant CN - 59
Unadjusted Post-Dovelopmoni CN• 62
Post-04velopmonLCumg Number Adiustmenl based on Volume Provided
`,niK, N,EM�y l[rA.nxn halm U q WIT n,n- IM, u..y,•:>,pr+�, cr y„u...�..
200
CNr1• (P•20.2)• 15Po140`h°
Where
P = Raiefau Ilnchesl
0 = Runoff Depth for Proposed CN 40'1 • Volume Provded (mchesl
Ef 6vl Vokm v ProvRk,d
0', ,.= 130 rc)*s
5349cf
0,,,= 125 r&,ft
005n
Post•Davelopmant Cl,, 1•yr Storm- 61
0',_,,. 190 vrhes
5BJ7cf
0,.,- 185 nt!'ea
005.
Post•Devalopment CN 2-yr Storm- 61
0',,,,,. 363 -mhes
5834 Cf
0' • 3 57 .0"
0050
Past•Davalopment CNq 10-yr Storm- 62
0•,y„1 4.79 .,chns
5834 C1
0;,,. • 4.73 4rPes
Omn
Past -Development C.N., 25•yr Storm- 62
O', , = 578 rnchea
5834 nJ
",= 5.73 finch"
005.
Pesl•Developme.1C 50•yr Storm- 62
0', , • 684 Inches
5834 Cf
O,.,= 679 rxnes
005m
Poet-Develapmant CN, I00-yr Storm- 62
TIME OF CONCENTRATION:
Pro•davoiopment T,- 0,25 hrs
Past-develapmenl T,- 0,25 hrs
PEAK FLOW:
A TVWI4D3trhbuto,,
Mew
Or = Peak Drscharge Icfsl
q, =11rA peak d'Rho go iCS M) TR.55 4poe w- R
\�\\
\\\
A„ = prainage Arfa
e'
o .,watt("Meli
Pre-devoloamont
_
A-- 00S mf
-
0•,; aches
4',0.' 326 Inchon O'aa.,,- 440 kxhft
'
0'.,- 536 Inches 0',Po,,. $39 Inrnes
5,•••
% ,.,. = 55531 csrMn 4L x-r' 01631 cs min
4 rpm' 62B 7a cvM h 0. a,,' 626 76 csmfln
tl, ,>,.. 62678 csman R, ,uo.,, • G28 70 camrin
P�1.06YOIOpman[
1.82 Inches
0',s,= 3W Inches 0-,a,,,= 479 Inches
0',4,= 5.78 Inches 0-,os ,.= 684 incnes
4,". 51531 es Mm q,1,,= 51631 C.snvin
16,or= 02678 csmkn CL",.= 826.7E amm,
4,>or^ 628 TO esmfn 4„eo,.= 626. 78 clavlrl
Pfa-Dev Po6t•Oev Increase
01yr= 26.99 cfa 30.D9 eft 11.5%
"Hole To dperwas
077..r" 40.57 eft 44.43 efs 9.5%
ft Awr-43 enl we
Ray •,n:resse avenge
Q+ov.r 97.63cfs 107.64cfs 10.3%
vok-wbekytlrawatm.
O! ur.'iIrA1 W w long plan
Q:a�p,e 130.99 cfs 142.07 cfe. 8.8%
post-dgwlr4i hmn
Qsery..= 158,97 eft 171.51 cfs 7.9%
p1°Pr'C°nJ`a9°n See
LOO HELP for move
Q1asv.+r= 189.56 cfs 203.08 cfs 7.1%
,n:amar,aa
To use a more soph"cated modo4a,0 safheare (TR-20. Hyd(aFlovr, Pondpack, etc) to lurthe, c %Male peak Rows
On 1119, u10 ad;ustod Post-D"lopment Cl Lstod above for each storm. Modeled storage devices should not
include volume being drawn down of mfdtrated as DccOla,led for on Storage Worksheel
(,Il lk Yllf
i
1. SEAL
1764Q
FNCINtA-
Ar
1110 1111111\\�\�
lrb e2 Yf-r Mot uax•
v.,.a, r o
snM IVN W
pw t el 1

Appendix B
Canoe Club
This subdivision is permitted for 54 lots (49 lots
and 5 villages), each limited to a maximum amount
of built -upon area as indicated herein

ARPj .OVEN
Project: 6007047 1
CANOE CLUB LOW IMPACT DEVELOPMENT DENSITY RESIDENTIAL----.��� -
PE.,ilfNi >r x�__5 V✓ 1 .)bg
"BUILT -UPON" AREA CALCULATIONS .... , _.�
NUMBER
TOTAL AREA
(FT)
BUILDING "BUILT-
UPON" AREA (FT2)
ROADWAYS/PARKING
"BUILT -UPON" AREAS TOTAL "BUILT -
(FT) UPON" AREA (FT2)
V,fLLAGES
ti �w r
+3 s . k.
�r +� n,
I.ta " s. P
T1r T. u ,w
-:14 j12mv WX s: �
s� .. yp r�r , ,�! f�
1 hM�xOU W ;3k�aki`r'xN �' 1 %n,u.:��?t '`.
1
79951
19992
5080 25072
2
65658
19992
7240 27232
3
50472
15993
5188 21181
4
40199
11995
4124 16119
5
34392
7996
5477 13473
101
15633
3147
948 4095
102
12953
3147
1168 4315
103
20546
1550
2004 3554
104
16526
1537
1413 2950
105
11166
2175
846 3021
106
10720
2008
766 2774
107
9826
2008
773 2781
108
10273
2008
802 2810
109
11613
2008
1043 3051
110
12953
2175
987 3162
111
10720
3147
1011 4158
112
12953
2175
1566 3741
113
15633
1658
2233 3891
114
15186
3147
1124 4271
115
11613
1867
106 1973
116
8933
2008
860 2868
117
8933
2008
862 2870
118
9826
2008
1590 3598
119
10720
2175
1470 3645
120
7146
2008
737 2745
121
11613
2175
1648 3823
122
7593
2008
782 2790
123
16079
3147
1860 5007
124
10273
2008
1540 3548
125
12506
2175
2108 4283
126
7593
2008
553 2561
127
8040
2008
670 2678
128
7146
2008
565 2573
129
12060
2175
640 2815
130
19206
3147
676 3823
131
20099
3147
676 3823
132
16526
3147
658 3805
133
12506
2736
640 3376
134
11613
2008
640 2648
135
9380
2008
640 2648
136
13400
3147
469 3616
137
10720
2175
811 2986
301
2680
707
1 634 1341
G:1_2007\60070471DocsTermit Forms\NCDENR Stormwater\LID16007047 LID Built Upon Area-L05-11-2009.xls Landdesign

Project: 6007047
CANOE CLUB LOW IMPACT DEVELOPMENT DENSITY RESIDENTIAL
"BUILT -UPON" AREA CALCULATIONS
NUMBER
TOTAL AREA
(FT)
BUILDING "BUILT-
UPON" AREA (FT2)
ROADWAYS/PARKING
"BUILT -UPON" AREAS
(FT)
TOTAL "BUILT -
UPON" AREA (FT2)
302
3573
707
387
1094
303
5360
707
316
1023
304
4467
707
354
1061
305
4467
707
937
1644
306
4467
707
868
1575
307
5806
707
1685
2392
308
4020
707
742
1449
309
4467
707
872
1579
310
5360
707
852
1559
311
5360
707
858
1565
312
4020
707
431
1138
«d lu'F .I I
nx -.#,.3
;dry L' �;„,;+p}p
:3'.�.i•�-e..-'SF.F
g !. !I [ T � 4,r
911fF i •t-+'.as.Y�
Rai"N'Yl'i`Tiihtr•Y°dl:9C"riF� lX:l;Aiii
� 1 i•"
E`.Ih:i�!'SB�e!i ii.�#u7'?11f[�S�1Ri iCN
�Ir .l.R.,
_ ! ... • It311V',='i
1
12506
500
1124
1624
2
2233
0
2001
2001
3
3127
25
1598
1623
4
893
0
618
618
5
3127
25
1294
1319
6
96924
1200
90
1290
7
10273
50
4950
5000
8
80844
60
260
320
9
16526
200
900
1100
10
280498
775
5464
6239
11
38412
500
4050
4550
Total 1 1 1320304 1 172978 1 96280 1 269258
30.31 Ac.
SEAL
1761 r� ' FNc�K� e-V•Gpti
lll,lt�``'
6.18
G:1_2007160070470ocsTermit Forms\NCDENR Storm water\LID16007047 LID Built Upon Area-LD5-11-2009.xls Landdesign

LandDesi&m-
TRANSMITTAL
Grove Arcade Building, One Page Avenue, Suite 220, Asheville, NC 28801
V:828,281.1447 F:828.281.1449
DATE: 5/1212009
PROJECT NAME: 6007047 Canoe Club
TO: Linda Wiggs PROJECT #: 6007047
Division of Water Quality - Surface Water Protection Section
[e-mail]
FROM: Kimberly Walker
LandDesign
One Page Avenue
Suite 220
Asheville, NC 28801
kwal ker ®tanddesign. com
CC:
WE ARE SENDING: tLID.-.Additional Requested Information
VIA: Hand
PURPOSE: For your approval
/ Page I of
Quantity
Dated
Description
1
LID Narrative Seal Date 4.7.09 for'Stamp Approval' and return to LandDesign.
Note: Appendix E spreadsheets are Engineer Sealed.
2
Appendix E Spreadsheets Engineer Sealed for file as requested.
2
LID Density 'Built Upon' Area Calculations Spreadsheet -
Seal Date 5.21.09
NOTES:
Linda
Per your email request and speaking with Marty for additional final information needed to grant LID permit for Canoe Club;
please find the enclosed.
Thanks Kimberly
If this document was delivered via FAX. the accompanying transmission contains confidential information mlended only for the use of the individual at the entity named above. If you are not the intended recipient, you ore
hereby notified that any disclosure, copying, detributgn or the taking of any act,on in reliance on the contents of this facsimile information is strictly prohibited. If you have received this FAX In error, please immediately notify
us by telephone to arrange for disposition or return of the documents to us.
Asheville NC
Washington DC Tampa FL Asheville NC Pinehursi NC};Charlotte NC Nashville TN Beijing PRC
MAY 1 2 2009 t
_ wATER OuALITY SECT} .'
ASHEVILL� E REGIO 4L o_ tcF

)--�p 1-10 pr-lt-

Page l of 2
Kimberly Walker
From:
Marty Kocot
Sent:
Friday, May 08, 2009 4:09 PM
To:
Wiggs, Linda
Cc: Kimberly Walker
Subject: RE: permit
Linda, Happy Friday. Sorry I have been away in Charlotte. Tried to call you to follow up on your vm message regarding the
Canoe Club, Now we are playing telephone tag. You are it...
Kimberly will deliver the items you requested to your -office on Monday morning. You can always get me on my mobile. 230-
7958. _1 'k
a'
Have a great weekend.
Marty
Marty Kocot, PE
Partner
LandDesign - Asheville, NC,
Grove Arcade Building
One Page Avenue, Suite 220
Asheville, NC 28801
V: 828.281.1447 Ext 222
F: 828.281.1449
M: 828.230.7958
C/o
From: Wiggs, Linda [mailto:[e-mail]]
Sent: Monday, May 04, 2009 7:48 PM
To: Marty Kocot
Subject: permit
Hi Marty,
I have just gotten through my phone message and you are near the end of them so I wanted to shoot you a quick email. First
of all keep in mind it was Mike that said he would get the permit out within a week, not me. So sorry but once again you are
stuck with me.
:ZZHowever I do like the submittal. I would like to have this project out this week, but it will probably be next week before you
will see it. I am taking home a draft of the permit tonight to speed things up, it may be Friday before I can get it through peer
review though, then hopefully I can have this on my supervisors desk Monday.
TT re sera o e'more-things•I-would-like you_tci submit'to me —these are for proper permitting procedures:]
�7wo signed and'datedicopies-of-Apperidix E=ClD=E2`Spreadsheet:
* Another Narrative booklet. eed to have one I,can:send: o y ith-tKCapproval.staWpand Mike has my other cc. He also
has my other set of large plans, so I am going to keep the smaller version and send you my large set with approval. This suits
me just fine given we don't have the proper file cabinets for plans.
I will be in the office Tuesday, but slammed! H If you need to reach me you may have better luck via email.
Linda
Linda Wiggs - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
5/ 12/2009

Page 1 of 1
LcmdDesip.
TRANSMITTAL LR1 ; APR — g 2009
Grove Arcade Building, One Page Avenue, Suite 220, Asheville, NC 28801
V: 828.281.1447 F:828.281.1449
`nfA--_ � I,' SECTION
Act.
DATE: 4/9/2009
PROJECT NAME: 6007047 Canoe Club
TO: Linda Wiggs PROJECT #: 6007047
Division of Water Quality - Surface Water Protection Section
[e-mail]
FROM: Scott Homewood
Land Design
shomewood @landdesign.com
CC
WE ARE SENDING: Canoe Club'LI�. D Stormwate_ er Permit Application Submittal)
VIA: Hand
PURPOSE: For your approval
Quantity
Dated
Description
2
4/812009
Signed Stormwater Permit Applications (one original, one copy)
2
4/7/2009
2436 Construction Plans for Canoe Club Seal Date 417/09 Plans Set included Shoots C1.0, C.1.1, C2.1, C2.2,
C2.3, C2.4, C3.1, C3.2, C3.3, C3.4, C4.1, C4.2, 4.41 C7.1, C7.2, C7.3, C7.4, D1.1, D1.2, D1.3 plans set does
not include sanitary sewer plans.
1
4/7/2009
12x18 Construction Plans for Canoe Club Seal Date 4/7/09 Plans Set included Sheets C1.0, C.1.1, C2A, C2.2,
C2.3, C2.4, C3.1, C3.2, C3.3, C3.4, C4.1, C4.2, 4A, C7.1, C7.2, C7,3, C7.4, D1,1, D1.2, D1.3 plans set does
not include sanitary sewer plans.
1
4/7/2009
Detailed Low Impact Development Narrative & Stormwater Management Calculations for Canoe Club dated
April 7, 2009 Narrative includes soils mapping, natural resource inventory, and stormwater management
calculations.
1
4/7/2009
Cover letter addressed to Linda Wiggs from Scott Homewood Dated April 8, 2009
NOTES
Linda,
Pfease find the enclosed permit application submittal for Canoe Club.
Ii this document was delivered via FAX, the accompanying bansmission contains confidential information intended onp For the use of the individual of the entity named above. If you are not the intended rmipieni. you am
heroby notified that any disclosure, copying, distubrollon or the taking of any action in reliance on the contents of [his facsimile information is strictly pmhihiled, If you have received this FAX in error, pleaae immedia[aiy rosily
us by telephone to arrange lot disposition or return of the documents to us.
Asheville NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC
about:blank 4/9/2009

9 9 200
-
urban design planning civil engineering branding landscape architecture APR --' 4
a
April 8, 2009 l-Y—
Ms. LindaWiggs�--=
Environmental Specialist ��✓ Y
NCDENR-DWQ-Asheville /
2090 US Hwy. 70
Swannanoa, NC 28778
RE: Canoe Club — Low Impact Development Stormwater Management
LDI Project No. 6007047
Dear Ms. Wiggs,
Enclosed please find two (2) sets of the stormwater permit submittal package for The Canoe Club in
Jackson County, NC. The stormwater on this project will be managed by the implementation of Low
Impact Development measures as we previously discussed in our meeting of 2/19/09. Included within
the submittal package are a detailed Low Impact Development Narrative and Stormwater Management
Calculations and Construction Plans. The review fee was submitted previously. Sanitary sewer plans
have not been included in this submittal to eliminate unnecessary printing and information.
If you should have any questions, comments or need any additional information during your review
please call.
Respectfully Submitted,
LANDDESIGN, INC.
�v
Scott Homewood, El
Washington DC
Charlotte NC
Grove Arcade i3uilding
Pinehurst NC
One Page Avenue, Suite 220
Asheville, NC 28801
Asheville NC
Tampa FL
V: 828.281,1147
F, 828,281.1419
Nashville TN
www.LandDesign.com Ca:1-2007160070471Docs\Permit Forms\NCDENR Storm water\LID17047-DWQ LID-CoverLetter.doc
Beijing PRC

Project: 6007047
DWQ USE ONLY
Date 1Zeceived
Fee Paid
Permit Number
-G
,-16VS
0$0 1
V
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPO'ClAY15N)FORM
This form may be photocopied fir use as an original
'
I. GENERAL INFORMATION
D^ni� < I 9
1. Applicants name (specify the name of the corpora on, individual, etc. who owns the prou;j
Cashiers Canoe Club Development, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Steven G. Harris, Operations Manager
3. Mailing Address for person listed in item 2 above:
1600 Camden Road
City: Charlotte State: NC Zip: 28203
Phone: 704, 377.6224
Email: steverrharrisdevelopmentgroup.com
Fax: 704 . 342, 3453
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
pians, specifications, letters, operation and maintenance agreements, etc.):
Canoe Club
5. Location of Project (street address):
Cashiers Lake Road
City: Cashiers County: Jackson Zip: 28717
6. Directions to project (from nearest major intersection):
Approximately 2300 feet down Cashiers Lake Road to the intersection of Cashiers School Road.
7. Latitude:35° 06'20 " N Longitude:83°06'11" W of project
8. Contact person who can answer questions about the project:
Name: Marty Kocot, PE 'Telephone Number: 828: 281 .1447
Eiii,iii:[e-mail]
If. PERMIT INFORMATION:
1. Specify whether project is check one): ®New lZenewal� Modification I
p y project ( ) ❑ J APR - 9 2009
Form SWU-101 Vcrsion 03.27.08 Page - l - oT4 1'VA T izP Q!JALITY SECTION
Ar' l' I 1 I- r
GA_2007160070471DoesTermit FormMNGDENR SlormwateALIMPermM6007047 Stormwater Management"Application LID.Dac-Ltindl�Ctilgn

Project: 6007047
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)
Specify the type of project (check one):
❑Low Density ❑High Density ❑Redevelop ❑General Permit ❑Universal SMI' ;®Other(LID)
Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ®NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project,
Stormwater will be treated utilizing Low Impact Development techniques and measures.
Detailed narrative is attached.
2. Stormwater runoff from this project drains to the Savannah River basin. Classification B; Tr, ORW
3. 'Total Property Area: 30.31 acres 4. 'Total Wetlands Area:.22 acres
5. 100' Wide Strip of Wetland Area: 0 acres (riot applicable if no Wetlands exist on site)
6. 'Total Project Area**: 6.40 acres 7, Project Built Upon Area: 21.11
8. How many drainage areas does the project have? 2
9. 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.
For hiv-h densitv vroiects, comoiete the table with one drainage area for each enizineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Tributary (west)
Tributary (east)
Stream Class & Index No.
B, Tr, ORW, 3
B, Tr, ORW, 3
Total Drainage Area (sf)
1,313,334
1,845,637
On -site Drainage Area (sf)
72,751
690,883
Off -site Drainage Area (sf)
1,240,583
1,154,756
Existing Impervious* Area (sf)
82,328
83,788
Proposed Impervious*Area (sf)
10,563
130,527
% Impervious* Area (total)
7.07%
11.61%
Impervious* Surface Area
Drainage Area I
r_ Drainage Areati2
On -site Buildings (of)
1,808
67,741
On -site Streets (sf)
8,755
62,786
On -site Parking (sf)
Included in streets
Included in streets
On -site Sidewalks (sf)
0
0
Other on -site (sf)
0
0
Off -site (sf)
82,328
42,015
Total (sf):
92,891
172,542
* hnpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidctoalks, gravel areas, etc.
**Total project area shall be calculated based oil the current policy regarding inclusion of wetlands in the built Ryon
area percentage calculation. This is the area used to calculate percent project built upon area (BLIA).
Form SWU-101 Version 03.27.08 Page - 2 - o1A
GA_2007460070470ocsTermit Forms\NCDENR SlormwaterWDTermM6007047 Stormwater Management Application LID.Doc LandDesrbrl

Project: 6007047
10. I -low was the off -site impervious area listed above derived? High definition orthogonal images provided
Wackson County, field shot survey data, and site visit verification. Areas determined by polygons in
AutoCAD.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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, sire and the allowable built -upon area for each lot must be provided as an attachment. Forms can
be downloaded from http:11h2o.enr.state.nc.us/su/bm12 forms.htm - deed restrictions.
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 BM specified for this project, Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms. Forms can be downloaded from
http:112o.enr.state.nc.us/su/bmp forms.htnn.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page - 3 - of'4
G:1_2WA60070471DocsWermit FormMNCDENIR StormwaterWLAPermi"6007047 $tormwaler Management Application LIDDoc LandDesibn

Project: 6007047
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application package
should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on
the interactive online map at htt alh2o.enr,state.nc.us/str/msi ❑ia s.htm)
Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initia'1,
• Original and otre coPy of the Stormwater Management Permit Application Form Al 5 !7
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if kl 4 t
required as per Part l V above) JS
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each 13M P /t11,4 ("� _
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCOENR
• Calculations & detailed narrative description of stormwater treatment/management tits H
• Copy of any applicable soils report tit S /-/
• Two copies of plans and specifications (sealed, signed & dated), including: A 5 H
- Development/ Project name
- Engineer and firm
- Legend
- North arrow
- 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 casements, pipe sizes, runoff calculations
- Drainage areas delineated
- 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. (ex. designing engineer or firrn)
Designated agent (individual or firm): Marty Kocot, PE LandDesign, Inc.
Mailing Address: 1 Page Avenue, Suite 220
City: Asheville State: NC Zip: 28801
Phone: 828.
Email: [e-mail]
VIII. APPLICANT'S CERTIFICATION
Fax: [phone]
1, (print or type name of person listed in General lnforntation, itern 2) Steven G. Harris , 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 will be recorded, and that the proposed project complies with the requirements of "15A NCAC 21-1
i0M) 1
Signatu
Date: • d 7. Q
Dorm SWU-101 Version 03,27.08 Page - 4 - of
G:1_200716007047TucsTermit FormsINCDENR Slormwater1UDTermM6007047 Stormwater Management Application UD.Doc LandDesign

JACKSON COUNTY PLANNING OFFICE
V
--
401 Grindstaff Cove Road
Suite A-258
Sylva, NC 28779
planning®jacksonnc.org
1
LETTER OF APPR,
C e Club'`~'�1�� \
c/o Cis-hiers-Cance Club Development,
1600 Camden Road
Charlotte, NC 28208
(704-337-6224)
2-6-2009
Linda Cable, Director
Iindacable® —1c son nc.org
.. A_.. ..� i
}Phone (82S} 631I-2261
FEB 1 0 2009
WATEN QUALITY SECTION
'NFVII. LE REGIONAL OFFICE
L.
-t.
Thi ice has reviewed the sion and sedimentation control plan submitted for the project listed
below. a d-t n to be acceptable and hereby issue this letter of approval with modifications
and/or performance reservations. This approval is conditioned upon the incorporation or addition of
these items to the plan. Please be advised that Article 500 of the Jackson County Sediment Control
Ordinance requires that a copy of the approved soil erosion control plan be on file at the job site.
Also, you should consider this letter to give the notice of our right of periodic inspection to ensure
compliance with the approved plan. This plan approval shall expire (3) years following the date of
approval,'if no land -disturbing activity has been undertaken, as is required by the Ordinance.
The Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is
determined that the plan is inadequate to meet the requirements of the Ordinance, this office may require
revisions to the plan and implementation of the revisions to ensure compliance with this Ordinance.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state water
quality laws, regulations, and rules, This permit does not supersede any other permit or approval.
Please be aware that since more than one acre is to be disturbed by this project, the enclosed general
storm water pernidt NCG01000 (Construriien Activdt&e,) vial cover you. You should first become famifiar
with all of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you have provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Your cooperation is appreciated.
aS' cerely, Lill
4��
Robert Shelton
Erosion Control Officer
Cc: Division of Water Qgatity
Land Design
Subdivision Development Administration - Land Use Ordinance Administration - Erosion & Sediment

Permit Number: 09-103 River Basin: Savannah
Project: Canoe Club Stream Classification: B; Tr., ORW
Location: Cashiers Date Received: 1-15-2009
PIN: 7571-38-3044 Acreage: 14.75
New Submittal (X) Revision O Modification( )
LETTER OF APPROVAL WITH MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If
these modifications are not included in the plan and implemented on the construction site, the site will
be in violation of the Sedimentation Pollution Control Act of 1973.
Stipulations and Conditions
Note comments by Jackson County Soil and Water Conservation District.
Project is in an area designated as Class B; Tr. ORW (water). 30 ft Buffer Zone set back is required
from the top of the bank of all perennial streams.
Approval dose not cover areas which require 401 and 404 permits from the US Army Corps of
Engineers and NC Department of Environment and Natural Resources, and/or other such governing
agencies, until such time as said permits are in place.
You are hereby notified that on August 6, 2007, The Jackson County Board of Commissioners adopted
the Jackson County Subdivision Ordinance and the Jackson County Mountain and Hillside
Development Ordinance regulating the subdivision of property within Jackson County, North
Carolina.
Please know that approval of this sedimentation and erosion control plan does not qualify this site for
vested rights with regard to the above mentioned ordinances and that this development may be subject
to these ordinances as adopted.
LETTER OF APPROVAL WITH PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required.

Page 1 of 1
LandDe .
TRANSMITTAL
Grove Arcade Building, One Page Avenue, Suite 220, Asheville, NC 28801
V:828.281.1447 F:828.281.1449
DATE: 1/6/2009
PROJECT NAME: 6007047 Canoe Club
TO: Linda Wiggs PROJECT #: 6007047
Division of Water quality - Surface Water Protection Section
Linda. [e-mail]
FROM: Kimberly Walker
[e-mail]
CC:
WE ARE SEN ING: Low Density SWM Submittal for Canoe Club v
VIA: �a �—
PURPOSE: For your review and comment
JAN - 6 2009
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Quantity
Dated
Description
2
Plans Sets - LD SWM - Seal Date: 1.2.09
1
Narrative - EC, SD & SWM - Seal Date: 12.19.08
1
Review Check for $505.00 Chick, I
1
Stormwater Management Permit Application
t
Low Density Deed Restrictions & Protective Coveances
1
Stormwator Management - Low Density Supplement
13
Grassed Swale Operations & Maintenance Agreement with Supplement and Checklist for each BMP. (Originals)
1
Soils Report - Field Permeability Testing (KEG - Date: 6.30.08
1
Bound Collection of the above listed applications, narrative, soils report to be received as 'Copy' for the LD
SWM Submittal.
NOTES
Ms. Wiggs,
We request your review for the enclosed low density stormwater management plans for Canoe Club.
We'd appreciate any expedited review time that you could allow as this would assist our client in bidding and construction
schedule for the project.
If you have any comments or concerns; please do not hesitate to contact us at once for additional clarification
Appreciate your assistance - Kimberly
If This documnnt was delivered via FAX, the accompanying transmission contains confidential intonation intended only rot the use of the indiyidual of the entity named above. 11 you ere not the intended recipient, you are
hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this tar_slmile Information 6 stricty prohibirad. if you have received this FAX in error, piimmediately nobly
to by telephone to arrange for disposition or return of the documents to Its.
Asheville NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC

Page I of I
LandDesign.
TRANSMITTAL
Grove Arcade Building, One Page Avenue, Suite 220, Asheville, NC 28801
V: 828.281.1447 F:828.281.1449
DATE: 1/6/2009
PROJECT NAME: 6007047 Canoe Club
TO: Linda Wiggs
Division of Water Quality - Surface Water Protection Section
[e-mail]
FROM: Kimberly Walker
[e-mail]
CC:
PROJECT #: 6007047
JA N _ 6 2009 I
WATER QUALITY SECTION
ASHEVILLE f1EGIONAL OFFICE
WE ARE SENDING:
Low Density SWM Submittal for Canoe Club
VIA:
Hand
PURPOSE:
For your review and comment
Quantity
Dated
Description
2
Plans Sets - LO SWM - Seal Date: 1.2.09
1
Narrative - EC, SD & SWM - Seal Date: 12.19.08
1
Review Check for $505.00
1
Stormwater Management Permit Application
1
Low Density Deed Restrictions & Protective Coveances
1
Stormwater Management - Low Density Supplement
13
Grassed Swale Operations & Maintenance Agreement with Supplement and Checklist for each BMP. (Originals)
1
Soils Report - Field Permeability Testing (KEG - Date: 6.30.08
1
Bound Collection of the above listed applications, narrative, soils report to be received as 'Copy' for the LID
SWM Submittal.
NOTES:
Ms. Wiggs,
We request your review for the enclosed low density stormwater management plans for Canoe Club.
We'd appreciate any expedited review time that you could allow as this would assist our client in bidding and construction
schedule for the project.
If you have any comments or concerns: please do not hesitate to contact us at once for additional clarification
Appreciate your assistance - Kimberly
It this document was dalrvered via FAX. the accompanying transmission contains confidential information intended only for the use of the individual of the entity named above_ It you are not the inended recipient. you are
hereby notified that any disclosure. copying, distribution or the taking of any action in reliance on the contents of thin facsimile information is strictly prohibited. If you have recelvetl this FAX in error, please immediately notily
us by telephone to arrange for dispoaibon or return of the documents to us.
Asheville NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins. Director
Division of Water Quality
October 3, 2008
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Steven Harris
1600 Camden Road
Charlotte, NC 28208
Subject: Stormwater Management Permit Application
Cashiers Canoe Club Development, LLC
Jackson County
Dear Mr. Harris:
On August 4, 2008, the Division of Water Quality (DWQ), Asheville Regional Office received your
submittal for a Stormwater Management Permit for the Canoe Club Development in Cashiers, NC.
After a preliminary review the submittal has been deemed deficient, and we are fetur g it
unprocessed.
For your assistance in future submittals the following items will be needed;
1. Plan symbology/details must clearly be depicted in the legend.
2. Plan scales need to be larger. See Device BMP Supplement; 1 "=50' or larger
3. Property and project boundaries need to be included. If these are the same please articulate.
4. All water features, and buffers need to be clearly delineated on all plans. For example wetlands
were not shown on C7.1&2. Placement of Communal #9 and Individuals#128, 129.
5. Mean and/or seasonal high water line is identified. For example: Cashiers Lake high water line,
stream high water line. Communal #12, Individual #120, 122, 124.
6. Existing contours, and proposed contours are clearly shown.
7. Drainage areas are delineated; including all off -site contributions. The drainage areas for each
stormwater management device must be delineated. The size of the system must take into
account the runoff at the ultimate built -out potential from all surfaces draining to the
system, including any off -site drainage.
8. All Built Upon Area must be shown, including driveways, sidewalks etc or be included in the
calculations and described.
9. Drainage easements and pipe sizes are identified
10. Stormwater conveyance systems are shown.
11. BMP bypass must be identified.
12. Vegetated filters and level spreaders are identified at each BMP bypass.
rmc
No thCarolina
�Alalurrr!!jl
North Carolina Division of Water Quality 2090 US Hwy 70, Swannanoa, NC 28778 Phone [phone]
Internet: www.newaleruuality.orFax [phone]
C:IWPDA"I'AIDI:MWQI]ackson\State Stormwater ManagementlCanoeClubISW1080801 relurn.doc
An Equal Opportunity/Aflirmativc Action Employer— 50% Recycled/l0% Post Consumer Paper

Mr. Steven Harris
Page 2 of 2
October 3, 2008
13. Correct supplements are provided for each drainage area. if using a typical BMP design sheet
for multiple houses/lots, please provide a table correlating lots and devices
14. Supporting calculations are provided for the numerical data submitted in the application and
supplements. The plans and the narrative are primarily for erosion control instead stormwater.
15.On-site soil borings at the location of the proposed treatment system need to be included. A
soil profile and characteristics including the depth to the seasonal high water table (SHWT) is
given. ' Is Communal #2 under a road.
16. Monitoring wells for BMP need to be included.
17. Deed restrictions provided for all lots.
Please see our checklist on our website to help check that you re -submittal includes all necessary
items. It can be downloaded from http://h2o.enr_.state.nc.us�su/documents/checklistrev-1.i)df.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A. Also keep in mind any stream impacts may
require pe {mitting from the Army Corp of Engineers and Division of Water Quality.
Please contact me should you have any questions or concerns.
Sincerely,
Linda Wiggs
Environmental Specialist
Asheville Regional Office
[phone]
Enclosure: Submittal Package
cc: Asheville Regional Office
DWQ Central Files
Land Design
Attn: Marty Kocot
1 Page Ave. Suite 220
Asheville, NC 28801

[�� i �C I L E COPY Project: 6007047
�. Yti 1 Js... x' .;r:; ... _�J.: a*d, J7 •''y iY �t r ,.DWQ.USE'ONLY^�!.
Date Ucceived Fee Paid Permit Number
05.0sw1,080$01�.
State of North Carolina
Department of Environment and Natural Resources S W I D 8 v b' !�
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM . I
This form may be photocopied for use as an original
l(
I. GENERAL INFORMATION L,
1. Applicants name (specify the name of the corporation, individual etc. who owns the project):
pp (P Y p � P } )
Cashiers Canoe Club Development, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Steven G. Harris, Operations Manager
3. Mailing Address for person listed in item 2 above:
1600 Camden Road
City: Charlotte State: NC Zip: 28208
Phone: 704, 377.6224
Email: [e-mail]
Fax: 704 . 342. 3453
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Canoe Club _
5. Location of Project (street address):
Cashiers Lake Road
City: Cashiers County: Jackson Zip: 28717
6. Directions to project (From nearest major intersection):
Approximately 2300 feet down Cashiers Lake Road to the intersection of Cashiers School Road.
7. Latitude:351 06'20 " N Longi
8. Contact person who can answer questions about
Name: Martv Kocot, PE
Emai
4 AUG
i
H. PERMIT INFORMATION: t
r:
t' TER C:'JALIT`r
1. Specify whether project is (check one): ®New_IQp41i_�;1Gri,
Form SWU-101 Version 03.27.08 Page of 4
G:1_2007160070471Docs\Permil Forms\NCDENR Stormwater160o7047 Stormwater Management Application.Doc
of Jroject
.4
LandDesign

Project: 6007047
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 role t=(eheek. ne):
❑Low Densit�®High Density ❑Redevelop ❑General Permit ❑Universal SMP []Other
4. Additional Project Requir`eMents ((check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Stormwater will be teess eed tilizin re -fabricated Storm -Tech infiltration.
f ------I .- - —� .-7
2. Stormwater runoff from this project drains to the Chattooga River basin. Classification B; Tr, ORW
3. Total Property Area: 30.31 acres 4. Total Wetlands Area:.22 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 5.99 acres 7. Project Built Upon Area: 19 %
8. How many drainage areas does the project have? 12
9. 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.
For high density vroiects, complete the table with one drainage area for each enzineered stormwater device.
`Basin InEorfna6on {`� h =
":s:r'+.^. �ask+'1o.-:-:ru ,:etc. ;�.l .s;r.:c:✓ „x�.YYr:.�hr��;Gf�`'
`��~y' A ' :Draiiia e'tArea 1 �
i'xk;ti.r:a�awtw!E.7!n�+FwJti...;. a.....;a �S'?'i�(1v.x, 1,v
�` "` �rL)raina e Area;2 r'r ' <'''
�aJ�t.3+s:?';Htrtvrn:.�,.�:ecr,es.v�st ttiil'r."iNity,,y.�!
Receiving Stream Name
See Attached Spreadsheet
For Drainage Area Data
Stream Class & Index No.
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (s0
Existing Impervious* Area (sf)
Proposed Impervious'Area (sf)
% Impervious* Area (total)
�w*�#���,2Kt S
Im ervs Surface. Area
,..k. .iou.,..., �..�..-. f§'kN Y
Ir,a raina g'�,A'rea�1,
...5'aUa1 .[ �sr <M'a:..l. ..#.:81w:s V-, t..^.;}•ht ...l ,i�, i .1 �.e�,e-.ti
6. 1..,,i s.�a..,x: A7:3_l:'� d'x1'.�7a, `�s,i•,7. F,.,� A2r5..w�.�,�JJ � +1 .n h.
On -site Buildings (sf)
w
On -site Streets (sf)
i
On -site Parking (sf)
i l i i�
On -site Sidewalks (sf)
�}' `
^ ,�• t
Other on -site (sf)
Off -site (sf)
t
_ ._._ ........_._w._
Total (sf):
4
* Impervious area is defined as the built upon area inclur(ii�g, but not limited to, buildings, roads, prirkfng areas,
sidewalks, gravel areas, etc.
"Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BLIA).
Form SWU-101 Version 03.27.08 Page of 4
C:1_2007160070471Docs\Permit Forms\NCDENFR Slormwater16007047 Stormwater Management Appiication.Doc Landl)esign

Project: 6007047
10. How was the off -site impervious area listed above derived? With polygon from AutoCad.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms can be
downloaded from http;//h2o.enr.state.nc.tis/su/bni� forms.Iltm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
how Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-b
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include at] the applicable items required in the above form, that the covenants will be binding on
all parties and persons claiming under them, that they wilt 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 forrn(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. Forms can be downloaded from 1Zttp://h2o.enr.state.nc.us/suLmn forms.11tm.
Form SW401-Low Density
Form SW401-Curb Outlet' ystem
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Dorm SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.09 Page of 4
G:1_2007160070470ocsTermit Fortns\NCDENA Stormwater16007047 Stormwater Management Appiication.Doc Land Design

Project: 6007047
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.its/stl/nisi maps.hhn)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form A4s H
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if /Vt5
required as per Part IV above) �l
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR 'M S
• Calculations & detailed narrative description of stormwater treatment/management /14
E�-
• Copy of any applicable soils report /N
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- 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 storm water 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
- 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. (ex. designing engineer or firm)
Designated agent (individual or firm): Marty Kocot, PE LandDesign, Inc.
Mailing Address: 1 Page Avenue Suite 220
City: Asheville State: NC Zip: 28801
Phone: [phone] Fax: [phone]
Email: mkocot©landdesign.com
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Steven G. Harris , 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
will be recordecj, and that the prpposed project complies with the requirements of 15A NCAC 2H .1000.
Signa
Date:
Form SWU-101 Version W.27.08 Page of 4
G:1_20071600704710ocs1Permil Forms\NCDENR Storm water16007047 Stormwater Management Application.Doc LandDesign

w
OF
Grove Arcade Building
JOB NAME:
One Page Avenue, Suite 220
JOB NO:
Asheville, NC 28601
TITLE:
Phone: [phone]
CALCD BY:
Fax: [phone]
SHEET;
Canoe Club
6007047 DATE:
9-.lu1-08
Canoe Club Slorm Water Management Drainage Area Data
SH CHECKU BY: SH
9. STORM WATER MANAGEMENT DRAINAGE AREA DATA
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Drainage Area 5
Receiving Stream Name
Chattoo a River
Chattoo a River
Chattoo a River
Chattoo a River
Chattoo a River
Stream Class & Index No.
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
Total Draina a Area (sf)
72745.0
63598.0
55757.0
40511.0
40946.0
On -Site Drainage Area (sf)
72745.0
63598.0
55757.0
40511.0
40946.0
Existing Impervious Area sf
7448.0
0.0
0.0
0.0
0.0
Pro osed Impervious Area (sf)
19780.0
9950.0
15050.0
13493.0
12544.0
% Impervious Area (total)
37.4
15.6
27.0
33.3
30.6
Impervious Surface Areas
Drainage Areal
Drainage Area 2
Drainage Area 3
Drainage Area 4
Drainage Area 5
On -Site Buildings (sf)
6992
0.0
11195
4585.0
7890.0
On -Site Streets (sf)
11810
9950.0
3338
8391.0
4654.0
On -Site Parkin (sf)
978.0
0.0
517.0
517.0
0.0
On -Site Sidewalks sf
0.0
0.0
0.0
0.0
0.0
Other On -Site sf
0.0
0.0
0.0
0.0
0.0
Off -Site (sf)
10.0
10.0
0.0
0.0
0.0
Basin Information
Drainage Area 6
Drainage Area 7
Drainage Area 8
Drainage Area 9
Drainage Area 10
Receiving Stream Name
Chattoo a River
Chattoo a River
Chattoo a River I
Chattoo a River
Chattoo a River
Stream Class & Index No.
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
Total Drainage Area (sf)
106286.0
39204.0
20473.2
3484.4
6098.4
On -Site Drainage Area sf
106286.0
39204.0
20473.2
3484.4
6098.4
Existing Impervious Area sf
0.0
0.0
0.0
0.01
0.0
Proposed Impervious Area sf
24033.0
18686.0
18050.0
1260.0
2786.0
% Impervious Area (total)
22.6
47.7
88.2
36.2
45.7
Impervious Surface Areas
Drainage Area 6
Drainage Area 7
Drainage Area 8
Draina a Area 9
Drainage Area 10
On -Site Buildings (sf)
3945.0
7890.0
15780.0
0.0
0.0
On -Site Streets (sf)
20088.0
10796.0
2270.0
1260.0
2786.0
On -Site Parkin (sf)
0.0
0.0
0.0
0.0
0.0
On -Site Sidewalks (sf)
U.U.
0.0
0.0 -""
0.0
0.0
Other On -Site sf
0.0
0.0
0.0
0.0
0.0
Off -Site (sf)
0.0
0.0
0.0
0.0
0.0
Basin Information
Drainage Area 11
Drainage Area 12
Receiving_Stream Name
Chattoo a River
Chattoo a River
Stream Class & Index No.
B,Tr,ORW 3
B,Tr,ORW 3
Total Drainage Area (sfy
26126.0
7405.2
On -Site Drainage Area sf
26126.0
7405.2
Existing Impervious Area (sf)
0.0
0.0
Proposed Impervious Area sf
16529.0
5522.0
o ImperVIOUS Area (total)
Impervious Surface Areas
Drainage Area 11
Draina a Area 12
On -Site Buildings sf
7326
1998.0
On -Site Streets (sf)
9203
3524.0
On -Site Parkin sf
0.0
0.0
On -Site Sidewalks (sf)
0.0
0.0
Other On -Site (sf)
0.0
0.0
i es
0.0
Ga_20071600704AEXCE00A Basin info for SWM Permit -xis 712112008

1581
LAND DESIGN, INC.
38 GARFIELD STREET, SUITE C 6fi-85l531
ASHEMI-F, NC 28803
} DAT PAYL
TO THE
ORDER OF
DOLLARS 8
WW arc
Centura
FOR 5rr� �jj I� j 10 -- RBCC/ENTUR/BINI(
VVU ge-A toAJ -64Lix
NP

SwI05(�s6t

Project: 6007047
DWQ USG ONLY.
Date Received Fee Paid Permit Number
State of North Carolina `i vV 10
Department of Environment and Natural;Resow.4gq ,..
,.., u;
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICA TION FORM 17 it '1
This form may be photocopied for use as an original
I 4
AUG -- 4 2008
L GENERAL INFORMATION
1NFt7._f;(1F i ITY� SECTION
1. Applicants name (specify the name of the corporation, individual, etc. who wns;the�project),�r,� 1 OFFICE t
y
Cashiers Canoe Club Development, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Steven G. Harris, Operations Manager
3. Mailing Address for person listed in item 2 above:
1600 Camden Road
City: Charlotte State: NC Zip: 28208
Phone: 704, 377.6224 Fax: [phone]
Email: steve©harrisdevelopmentgroup.com
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
Cashiers Lake Road
City: Cashiers County: lackson Zip: 28717
6. Directions to project (from nearest major intersection):
Approximately 2300 feet down Cashiers Lake Road to the intersection of Cashiers School Road. _
7. Latitude:35° 06'20 " N Longitude:83°06'11" W of project
8. Contact person who can answer questions about the project:
Name: Marty Kocot, PE Telephone Number: 829. 281 .1447
Email:[e-mail]
1I. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New []Renewal ❑Modification
Form SWU-101 Version 03.27.08 Page of 4
G:1_2007160070471Docs\Permit FormsINCDENR Storm water16007047 Stormwater Management Application.Doc LvtdDesign

Project: 6007047
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 ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
Ill. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing Stormwater management for the project.
Stormwater will be tested utilizing- pre -fabricated (Storm -Tech) infiltration.
2. Stormwater runoff from this project drains to the Chattooga River basin. Classification B; Tr, ORW
3. Total Property Area: 30.31 acres
4. Total Wetlands Area:.22 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 5.99 acres 7. Project Built Upon Area: 19 ` 0
8. How many drainage areas does the project have? 12
9. 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.
For high density projects, complete the table with one drainage area for each engineered Stormwater device.
Basin Inforrhatiort
Drain
Drainage Area.1
,Drainage Area 2
,,.
Receiving Stream Name
See Attached Spreadsheet
For Drainage Area Data
Stream Class & Index No.
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (so
Existing Impervious* Area (sf)
Proposed Impervious*Area (so
% Impervious* Area (total)
':
lmpervious* Surface Area .
Draina e Area 1 " I
r. g ...: r
.., a .., .,
17iauta e Area 2
.. ... g
On -site Buildings (sf)
On -site Streets (sf)
On -site Parking (sf)
On -site Sidewalks (sf)
Other on -site (sf)
Off -site (sf)
Total (sf):
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BU&
Form SWU-101 Version 03.27.08 Page of 4
G:1_2007160070470ocsTermit FormsINCDENR Stormwater16007047 Stormwater Management Application,Doc LandDesign

Grove Arcade Building
JOB NAME:
One Page Avenue, Suite 220
JOB NO:
Asheville, NC 28801
TITLE:
Phone: [phone]
CALC'D BY:
Fax: [phone]
SHEET:
Canoe Club
6007047 DATE:
OF
9-Jul-08
Canoe Club Storm Water Management Drainage Area Data
SH CHECK'D BY: SH
9. STORM WATER MANAGEMENT DRAINAGE AREA DATA
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Drainage Area 5
Receiving Stream Name
Chattoo a River
Chattoo a River
Chattoo a River
Chattoo a River
Chattoo a River
Stream Class & Index No.
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
Total Drainage Area sf
72745.0
63598.0
55757.0
40511.0
40946.0
On -Site Drainage Area sf
72745.0
63598.0
55757.0
40511.0
40946.0
Existing Impervious Area sf
7448.0
0.0
0.0
0.0
0.0
Proposed Impervious Area (sf)
19780.0
9950.0
15050.0
13493.0
12544.0
% Impervious Area (total)
37.4
15.6
27.0
33.3
30.6
Impervious Surface Areas
Drainage Area 1 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Drainage Area 5
On -Site Buildings s#
6992
0.0
11195
4585.0
7890.0
On -Site Streets sf
11810
9950.0
3338
8391.0
4654.0
On -Site Parkin (sf)
978.0
0.0
517.0
517.0
0.0
On -Site Sidewalks (sf)
0.0
1 0.0
1 0.0
1 0.01
0.0
Other On -Site sf
0.0
0.0
0.0
0.0
0.0
Off -Site (sf)
0.0
0.0
1 0.0
0.0
0.0
Basin Information
Drainage Area 6
Drainage Area 7
Drainage Area 8
Draina a Area 9
Drainage Area 10
Receiving Stream Name
Chattoo a River
Chattoo a River
Chattoo a River
Chattoo a River
Chattoo a River
Stream Class & Index No.
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
B,Tr,ORW 3
Total Drainage Area sf
106286.0
39204.0
20473.2
3484.4
6098.4
On -Site Drainage Area sf
106286.0
39204.0
20473.2
3484.4
6098.4
Existing Impervious Area s#
0.0
0.0
0.0
0.0
0.0
Proposed Impervious Area (sf)
24033.0
18686.0
18050.0
1260.0
2786.0
% Impervious Area (total)
22.6
47.7
88.2
36.2
45.7
Im envious Surface Areas
Drainage Area 6
Drainage Area 7
Drainage Area 8
Drainage Area 9
Drainage Area 10
On -Site Buildings s(
3945.0
7890.0
15780.0
0.0
0.0
On -Site Streets sf
20088.0
10796.0
2270.0
1260.0
2786.0
On -Site Parkin sf
0.0
0.0
0.0
0.0
0.0
On -Site Sidewalks sf
0.0
0.0
0.0
0.0
0.0-
Other On -Site sf
0.0
0.0
0.0
0.0
0.0
Off -Site (sf)
0.0
0.0
0.0
0.0
0.0
Basin Information
Drainage Area 11
Drainage Area 12
Receiving Stream Name
Chattoo a River
Chattoo a River
Stream Class & Index No.
B,Tr,ORW 3
B,Tr,ORW 3
Total Drainage Area sf
26126.0
7405.2
On -Site Draina a Area (sfy
26126.0
7405.2
Existing Impervious Area sf
0.0
0.0
Proposed Impervious Area sf
16529.0
5522.0
X. ImperviOUS Area (total)
Impervious Surface Areas
Drainage Area 11
Drainage Area 12
On -Site Buildings sf
7326
1998.0
On -Site Streets sf
9203
3524.0
On -Site Parkin (sf)
0.0
0.0
On -Site Sidewalks (sf)
0.0
0.0
Other On -Site (sf)
0.0
0.0
I e(Sr)0.0
G:4 2007160070471EXCELIDA Basin info forSWM Permit.xis
712112008

Project: 6007047
10. How was the off -site impervious area listed above derived? With polygon from AutoCad.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms can be
downloaded from 1-ittp://1i2o.enr.state.alc.us/suLnip forms.htm -_deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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. Forms can be downloaded from http..A 2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
tv
Form SWU-i01 Version 03.27.08 Page of 4
GA_20071600704710ocslPermA Forms\NCDENR Storm wate r\6007047 Stormwater Management Application.Doc Land Design

Project: 6007047
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at hitp://h2o,eiir.state.nc.us/su/iiisi ma s.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form —d s
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP H
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR S 1
• Calculations & detailed narrative description of stormwater treatment/management 1141
• Copy of any applicable soils report 114 S
• Two copies of plans and specifications (sealed, signed & dated), including: AlJS
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- 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
- 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. (ex. designing engineer or firm)
Designated agent (individual or firm): Mart Kocot PE LandDesi n lnc.
Mailing Address: 1 Page Avenue, Suite 220
City: Asheville State: NC Zip: 28801
Phone: [phone] Fax: 828. 281,1449
Email: mkocot®landdesign.com
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Steven G. Harris , 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
will be recorded', and that the prpposed project complies with the requirements of 15A NCAC 2H .1000.
Signatu
Date: 7' ,?,g'd U
R
Form SWU-101 Version 03.27.08 Page of 4
GA_2007160070471DocslPermit FormsINCDENR Storm water16007047 Stormwater Management Application.Doc Land Design

Page IofI
LandDesign-
TRANSMITTAL
Grove Arcade Building, One Page Avenue, Suite 220, Asheville, NC 28801
V:828.281.1447 F: 828.281.1449
DATE: 814l2008
PROJECT NAME: 6007047 CANOE CLUB
TO: Starr Silvis PROJECT tt: 6007047
Division of Water Quality - Surface Water Protection Seetio: a• ;.- *� . : ;v.,77'
[e-mail]
i
FROM
CC:
Kimberly Walker
LandDesign
One Page Avenue - Suite 220
Asheville, NC 28801
V: [phone]
F: [phone] 6
[e-mail]
WE ARE SENDING: Canoe Club - Storm water Management Submittal
VIA: Hand
PURPOSE: For your approval
t
Quantity
Dated
Description
2
Stormwater Permit Application SWU 101 - (original - copy)
2
High Density Deed Restriction Application - DRPC 3 with Cals- (original and copy)
2
Kessel Engineering - Soil Report (original and copy)
2
Residential Basin Agreement, Supplements & Check list (original and copy)
24
Community Basin Agreements, Supplements, Check list (12 original & 12 copies)
2
Stormwater Management Narrative Seal Date: 8A.2008 (2 copies)
2
Plan Sets - Stormwater Seal Date: 7.10.08
1
Check No. 1581 $505.00 Review Fees
NOTES
For your review and approval.
If this document was delivered via FAX, the accompanying transmission contains confidential intormalion intended only for the use of the individual of the ently named above II you are not the intended recipient, you are
hereby notified that any disclosure, copying, distribution or the taking of any action in rehiance on Ilre contents of this facsimile inlormalipn is strictly prohibited, II you rave received this FAX in error, please immediately notify
us by lelephona to arrange far di5posihOn or return of the documents to us.
Asheville NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC

June 30, 2008
Mr. Martin A. Kocot, P.E.
LandDesign, Inc,
One Page Avenue, Suite 220
Asheville, North Carolina 28801
Mr. Kocot:
TA
RECEIVED
I r
J U L U y 11
1-111WESSE`L .
ENGINEERING
\G Ro 0 U P�
r
Report of Field Permeability Testing
Canoe Club Subdivision
Jackson County, North Carolina
KEG Project No. JA08-1506-02
4 2008 I `�
AUG - ,l
I--.- ,.
v,l'%TE c G CT I O d
r,t.,� YAS
Kessel Engineering Group, PLLC is pleased to present this report of field permeability testing for the
Cashiers Lake Dam in Jackson County, North Carolina. The purpose of the field permeability testing is
to estimate subsurface permeability as well as to determine the elevation of the water table in the area of
the proposed subdivision for use in a feasibility evaluation for the construction of stormwater systems.
PROJECT INFORMATION
Project information was provided in a June 9, 2008 e-mail from Scott Homewood of LandDesign, Inc.
We have also been provided with plans prepared by LandDesign, Inc. dated June 2, 2008 which indicate
the preliminary layout for the Canoe Club Subdivision. The site is approximately 30.31 acres in size and
is located on the southwestern corner of Cashiers, North Carolina.
SITE CONDITIONS
The site is a densely wooded area with a gently sloping terrain and is accessible by the Cashiers Lake
Road. The site is bordered on the north and cast by Cashiers Lake and on the south by the Chattooga
River. Several existing homes are present on the site and are accessible by Cashiers Lake Road or gravel
construction roads.
FIELD EXPLORATION
The site was explored by performing hand auger borings at the approximate locations as shown on the
attached Field Exploration Plan (see Figure 1). The borings were located in the field by our
Mr. Ian Johnson. E.I. by referencing the provided site plan and identifiable site landmarks. Boring
elevations were estimated using the provided topographic information. A description of our Field
procedures are presented in the appendix of this report. The boring locations and elevations shown in the
appendix should be considered approximate.
A total of[five_hand auger borings were advanced to depths between 4.5 to 7 feet below the ground
surface at thret er Ofre within the subdivision. At each location, a boring was advanced
to 6.5 to 7 feet deep in order to determine the 24=hour-groundwater-elevatioti-7I At two of the three
locations, an additional=boring was made in order to estimate soil penne b►� lity by means of field
permeability testing. The additional boring was offset sufficiently so as to not influence 24-hour
groundwater measurements at the first boring. The location adjacent to HAB-3 was not tested due to the
KESSEL ENGINEERING GROUP
582 HENDERSONVILLE ROAD SUITE ONE I ASHEVILLE NC 28803 I a:18281 277-6351 F:18281 277-6355
WWW.THF-KESSELGROUP.COM

Report of Field Permeability Testing June 30, 2008
Canoe Club Subdivision KEG Project No. JA08-1506-02
Cashiers, North Carolina
sandy nature of the soil. The permeability at this location will be higher than that at the other two
locations.
SITE GEOLOGY
The project site is located in the Blue Ridge Physiographic Province. The bedrock in this region is a
complex crystalline formation that has been faulted and contorted by past tectonic movements. The rock
has weathered to residual soils which form the mantle for the hillsides and hilltops. The typical residual
soil profile in areas not disturbed by erosion or grading consists of clayey soils near the surface where
weathering is more advanced, underlain by sandy silts and silty sands.
The boundary between soil and rock is not sharply defined and there is often a transitional zone, termed
"partially weathered rock" overlying the parent bedrock. Partially weathered rock (PWR) is defined, for
engineering purposes, as residual material with a standard penetration resistance in excess of 100 blows
per foot. Weathering is facilitated by fractures, joints, and the presence of less resistant rock types.
Consequently, the profile of the partially weathered rock is irregular even over short horizontal distances.
Also, it is not unusual to find lenses and boulders of hard rock and/or zones of partially weathered rock
within the soil mantle, well above the general bedrock level.
Quite often, the upper soils along drainage features and in flood plain areas are water -deposited (alluvial)
materials that have been eroded and washed down from adjacent higher ground. 'These alluvial soils are
usually soft and compressible, having never been consolidated by pressures in excess of their present
overburden.
SUBSURFACE PERMEABILITY
Field permeability tests were performed at hand auger borings HAB-I and HAB-4, located in the southern
and northern ends of the property, respectively. Soils encountered at 4.5 feet depths were typically fine to
coarse sands. Average coefficients of permeability values of 1.5 and 2.4 inches per hour were measured
for HAB-1 and HAB-4, respectively.
After a 24 hour stabilization period, groundwater was not encountered at HAB-2, HAB-3 or HAB-5.
These borings were made to depths of approximately 5fe t. Groundwater levels may fluctuate several
feet with seasonal and rainfall variations and with changes in the water level of the lake. Normally, the
highest groundwater levels occur in late winter and spring and the lowest levels occur in late summer and
fall.
The following table summarizes results from field permeability testing:
TABLE l
SUMMARY OF FIELD PERMEABILITY TESTING
r
° Generalrtt
r Boring
Bievattonld,m24
) e>,
°,u �
Hourp�
gof�q
oeffctentiofti
Boring=
"t�ftPd piVe of
Location on
}?ro
�..j� ��S
(feetlg �`
�Iv1LS
"6.�' t6;�t
myroun water
J�a.
{
SPettneabtlity�
.-
Permeability
Nor
e
Elevation:(fI
utfltr)'
:,r{cmisec)';;
HAB-1
Southwest
3472
-*
1.5
1.0 x 10-3
HAB-2
Southwest
3470
Boring Dr
-
-
HAB-3
Central
3468
Boring Dr
-
-
HAB-4
Northeast
3504
-
2.4
1.7 x 10"'
14AB-5
Northeast
3502
Boring Dry
-
-
Test not performed.
2

Report of Field Permeability "resting
Canoe Club Subdivision
Cashiers. North Carolina
June 30, 2008
KEG Project No. JA08-1506-02
The above information provides a summary of the subsurface permeability conditions encountered by the
borings. The attached permeability calculations show how data collected in the field was used to
determine the coefficient of permeability at boreholes HAB-1 and HAS-4. Soil conditions may vary
between boring locations.
PRELIMINARY CONCLUSIONS AND RECOMMENDATIONS
Based on our review of field permeability testing, we conclude that the preliminary project plans
requiring permeability rates of at least 0.52 in/hr are sufficiently satisfied —and even exceeded.
Furthermore,, 24-hour.groundwater-ievels.itidicated that,the,groundwater-table•was-not•within-two-vertical
feet of the proposed- bottom=o£stormwater_system :- Sotl'encountered near the termination depths of the
borings did not show signs of color leaching normally associated with fluctuating groundwater tables.
We appreciate the opportunity to offer our professional services on this project. If you have any questions
concerning this report, please do not hesitate to contact us. We hope that you will give KEG
consideration to providing additional geotechnical and construction materials testing services as this
project enters the next phase.
Sincerely,
KESSEL ENGINEERING GROUP, PLLC
J
]an .lohnsorr, .I.
Project Professional
Attachments: Field Exploration Plan (Figure l)
Field Exploration Procedures
Field Permeability Calculations
••°i
�Q'OFE Slt}�,�,,
r -9
vs
21108
Bernie Kessel, P.E.
Principal Engineer °••I��' I�f f����+,L��`�,,,,
Registered, North Carolina 21 108

®
1 1
1 \ !
_�
• •E7 I I � ��
®
\\�����/AMA
M
K HBO L 0 100' 200' 400, FIELD EXPLORATION PLAN KEG PROJECT NO, JA08-1506-02 FIGURE
CASHIERS LAKE DAM REFERENCE: TOPOGRAPHIC SURVEY OF
�'��` CASHIERS LAKE ROAD
E N 01 N E F R 1 N G CANOE CLUB PROVIDED BY SYLVESTER AND
0 Ito V P CASHIERS, NORTH CAROLINA SCALE: 1" 200'
COMPANY, PA AND DATED JANUARY 9, 2007.
=
KESSEL ENGINEERING GROUP
582 HENDERSONVILLE ROAD SURE ONE i ASHEVILLE NC 28803 1 P;18281 277-635 1 1 FJ8281 277-6355
WWW.THEKESSELGROUP.COM

FIELD EXPLORATION PROCEDURES
FIELD PERMEABILITY TESTING
Borings were advanced by mechanically twisting a sharpened auger into the ground
approximately 1 to 1.5 meters (3 to 4.5 feet) below the ground surface. Water was
poured into the boring until it was full, and the boring was refilled at five minute
increments for at least 20 minutes to at least partially, if not fully, saturate the soil
surrounding the boring.
After the boring was prepared in this manner, the total depth of the boring and its
diameter were measured and recorded. It was then tilled with water. The rate at which
the water surface in the boring descended was determined by measuring the time elapsed
from the previous measurement and the distance between the water surface and the top of
the boring. Testing concluded once the rate became nearly constant. From these
measurements an approximate coefficient of permeability of the soil in the boring was
calculated.

FIELD PERMEABILITY CALCULATIONS
Borehole: HAB-1 Date Tested: 6/11
D cm $.5
H cm 121.9
Time (min
Time sec
P cm
h cm
0
0
0.0
121.9
1
60
5.1
116.6
2
120
8.9
113.0
3
180
11.4
110.5
5
300 1
17.8
104.1
7
420
23.5
1 98.4
10
600
30.5
91.4
15
900
41.9
80.0
3•(rz -i, f
uvilh :
K = coeficem of permeabdioy (civ l see or in / hr)
D = borehole diameter (cot)
h = depth of water at time i (cm)
t = total elapsed time (sec or min)
K cm/sec
1.5E-03
1.2E-03
1.0
1.0E-03
8.7E-04
Borehole: HAB-4 Dale Tested: 6/11/2008
D cm 8.5
H cm 116.8
Time min
Time sec
P (cm)
h (cm)
K (cm/sec
0
0
0.0
116.8
2.0E-03
1
60
6.4
110.5
2.1 E-03
2
120
12.7
104.1
1.8E-03
3
180
17.8
99.1
1.7E-03
5
300
26.7
90.2
1.6E-03
7
420
34.3
82.6
1.5E-03
10
600
44.5
72A
1.2E-03
15
900
55.9
61.0
1.5E-03
20 1200 67.3 49.5
Avg. K (cm/sec) 1.7E-03
1 LL ur2 Fi iv, ih, Av . K (inlhr 2.4
?•(+_ -t )
,rah: --
K = uj,eJficrni (J pernveabillY (co? 1 sec ur nv / hr)
L) = bw-ehuh diameter (cm)
h = depth of water at nnvc i (cva)
t = total akyned tine (sec or min)

State Stormwater Permit
Permit No. SW1080801
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY J�
STATE STORMWATER MANAGEMENT PERMIT
LOW IMPACT DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Steven G. Harris/Cashiers Canoe Club Development, LLC
Canoe Club
Cashiers Lake Road, Cashiers NC, Jackson County
FOR THE
construction, operation and maintenance of a Low Impact Development in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans, application, LID-EZ Spreadsheet supplement form
and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from May 14, 2009 until May 14, 2019 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application, LID-EZ Spreadsheet supplement form and other supporting
data as attached and on file with and approved by the Division of Water Quality.
2. This stormwater system has been approved for the management of stormwater runoff as
described the LID-EZ Spreadsheet supplement form in Appendix A of this permit. The
subdivision is permitted for 54 lots (49 lots and 5 villages), each limited to a maximum
amount of built -upon area as indicated in Appendix B of this permit.
3. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 4

t
State Stormwater Permit
Permit No. SW1080801
11. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
lot does not exceed the maximum allowed by this permit. Once the lot transfer is
complete, the built -upon area may not be revised without approval from the Division of
Water Quality, and responsibility for meeting the built -upon area limit is transferred to the
individual property owner.
3. If an Architectural Review Board or Committee is set up by the permittee to review plans
for compliance with the BUA limit, the plans reviewed must include all proposed built -
upon area. Any approvals given by the Board do not relieve the homeowner of the
responsibility to maintain compliance with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
5. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of ail or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
6. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
7. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the stormwater management system installed certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
9. If the stormwater management system was used as an Erosion Control device, it must
be restored to design condition prior to operation as a stormwater treatment device, and
prior to occupancy of the facility.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
Page 2of4

State Stormwater Permit
Permit No. SW1080801
11. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
12. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions were
taken.
13. This permit shall become void unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
14. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW1080801, as issued by the Division
of Water Quality under the stormwater rules.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. 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.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The subdivision is permitted for 54 lots (49 lots and 5 villages), each limited to a
maximum amount of built -upon area as indicated in Appendix B. of this permit.
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.
g. Built -upon area in excess of the permitted amount will require a permit
modification.
h. Covenants and Restrictions will restrict future property owners from further
clearing or additional land disturbance on their lots.
15. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
16. Prior to transfer of the permit, DWQ personnel will inspect the stormwater facilities. The
facility must be in compliance with all permit conditions, Any items not in compliance
must be repaired or replaced to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
Page 3 of 4

State Stormwater Permit
Permit No. SW1080801
III, GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval
by the Director. In the event there is either a desire for the facilities to change
ownership, or there is a name change of the Permittee, a completed Name/Ownership
Change Form must be submitted to the Division of Water Quality, signed by the parties
involved. The project must be in good standing with DWQ. The approval of this request
will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this
permit until such time as the Director approves the transfer request. Failure to abide by
the terms and conditions contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
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), which have jurisdiction.
4. 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.
5. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
6. 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.
7. The approved plans and specifications, LID-EZ spreadsheet supplement form and other
supporting data for this project are incorporated by reference and are enforceable parts
of the permit.
8. 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.
9. 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.
10. 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 14th day of May 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for - Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 4

Appendix A
Canoe Club
LID-EZ Spreadsheet

Appendix B
Canoe Club
This subdivision is permitted for 54 lots (49 lots
and 5 villages), each limited to a maximum amount
of built -upon area as indicated herein 0
1
y �
Y 1

North Carolina Secretary of State
Page I of 1
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary -SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 (9191807-2000
CORPORATIONS
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Date: 9/24/2008
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an Annual Report l
Corporation Names
Name Name Typo
NC CASHIERS CANOE Legal
CLUB DEVELOPMENT, LLC
Limited Liability Company Information
SOSID:
1028742
Status:
Current -Active
Date Formed:
2/20/2008
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Harris, Steven G
Registered Office Address:
1600 Camden Road
Charlotte NC 28203
Registered Mailing
1600 Camden Road
Address:
Charlotte NC 28203
Principal Office Address:
1600 Camden Road
Charlotte NC 28203
Principal Mailing Address:
1600 Camden Road
Charlotte NC 28203
http://Www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=8746776 9/24/2008

RECEIVED
JUL 0 zud
June 30, 2008
Mr. Martin A. Kocot, P.F.
U
LandDesign, Inc. FAN — 2009
One Page Avenue, Suite 220
Asheville, North Carolina 28801
WATFR QUALITY SLR- � Iv
ASHEVILLE PEiION�ALO
Report of Field Permeability Testing r
Canoe Club Subdivision
Jackson County, North Carolina
KEG Project No. JA084506-02
Mr. Kocot:
Kessel Engineering Group, PLLC is pleased to present this report of field permeability testing for the
Cashiers Lake Dam in Jackson County, North Carolina. The purpose of the field permeability testing is
to estimate subsurface permeability as well as to determine the elevation of the water table in the area of
the proposed subdivision for use in a feasibility evaluation for the construction of stormwater systems.
PROJECT INFORMATION
Project information was provided in a June 9, 2008 e-mail from Scott Homewood of LandDesign, Inc.
We have also been provided with plans prepared by LandDesign, Inc. dated June 2, 2008 which indicate
the preliminary layout for the Canoe Club Subdivision. The site is approximately 30.31 acres in size and
is located on the southwestern corner of Cashiers, North Carolina.
SITE CONDITIONS
The site is a densely wooded area with a gently sloping terrain and is accessible by the Cashiers Lake
Road. The site is bordered on the north and east by Cashiers Lake and on the south by the Chattooga
River. Several existing homes are present on the site and are accessible by Cashiers Lake Road or gravel
construction roads.
FIELD EXPLORATION
The site was explored by performing hand auger borings at the approximate locations as shown on the
attached Field Exploration Plan (see Figure 1). The borings were located in the field by our
Mr. Ian Johnson, E.I. by referencing the provided site plan and identifiable site landmarks. Boring
elevations were estimated using the provided topographic information. A description of our field
procedures are presented in the appendix of this report. The boring locations and elevations shown in the
appendix should be considered approximate.
A total of five hand auger borings were advanced to depths between 4.5 to 7 feet below the ground
surface at three representative locations within the subdivision. At each location, a boring was advanced
to 6.5 to 7 feet deep in order to determine the 24-hour groundwater elevation. At two of the three
locations, an additional boring was made in order to estimate soil permeability by means of field
permeability testing. The additional boring was offset sufficiently so as to not influence 24-hour
groundwater measurements at the first boring. The location adjacent to I-IAB-3 was not tested due to the
KESSEL ENGINEERING GROUP
582 HENDERSONVILLE ROAD SUITE ONE I ASHEVILLE NC 28803 I P:[828] 277-6351 F:18283 277.5355
WWW,THF-KESSELGROUP.COMI

Report of Field Permeability Testing June 30, 2008
Canoe Club Subdivision KEG Project No. JA08-1506-02
Cashiers, North Carolina
sandy nature of the soil. The permeability at this location will be higher than that at the other two
locations.
SITE GEOLOGY
The project site is located in the Blue Ridge Physiographic Province. The bedrock in this region is a
complex crystalline formation that has been faulted and contorted by past tectonic movements. The rock
has weathered to residual soils which form the mantle for the hillsides and hilltops. The typical residual
soil profile in areas not disturbed by erosion or grading consists of clayey soils near the surface where
weathering is more advanced, underlain by sandy silts and silty sands.
The boundary between soil and rock is not sharply defined and there is often a transitional zone, termed
"partially weathered rock" overlying the parent bedrock. Partially weathered rock (PWR) is defined, for
engineering purposes, as residual material with a standard penetration resistance in excess of 100 blows
per foot. Weathering is facilitated by fractures, joints, and the presence of less resistant rock types.
Consequently, the profile of the partially weathered rock is irregular even over short horizontal distances.
Also, it is not unusual to find lenses and boulders of hard rock and/or zones of partially weathered rock
within the soil mantle, well above the general bedrock level.
Quite often, the upper soils along drainage features and in flood plain areas are water -deposited (alluvial)
materials that have been eroded and washed down from adjacent higher ground. These alluvial soils are
usually soft and compressible, having never been consolidated by pressures in excess of their present
overburden.
SUBSURFACE PERMEABILITY
Field permeability tests were performed at hand auger borings HABA and HAB-4, located in the southern
and northern ends of the property, respectively. Soils encountered at 4.5 feet depths were typically fine to
coarse sands. Average coefficients of permeability values of 1.5 and 2.4 inches per hour were measured
for HAB-1 and HAB-4, respectively.
After a 24 hour stabilization period, groundwater was not encountered at I-[AB-2, HAB-3 or HAB-5.
These borings were made to depths of approximately 4.5 feet. Groundwater levels may fluctuate several
feet with seasonal and rainfall variations and with changes in the water level of the lake. Normally, the
highest groundwater levels occur in late winter and spring and the lowest levels occur in late summer and
fall.
The following table summarizes results from field permeability testing:
TABLE 1
SUMMARY OF FIELD PERMEABILITY TESTING
Ger"al
ng
o
E e ton
'
24'-f1our
co`c£ficzen
o
,
C�oeiflCi n. o
{
rttg
o
fe c
G�ndwa er
e; a
e ' eab" ity
o
k?ro .e
Ele' ant , fr
uillu,
' (cm/ ec .
HAB-1
Southwest
3472
-*
1.5
1.0 x 10"3
HAB-2
Southwest
3470
Boring D
-
-
HAB-3
Central
3468
Boring Dry
-
HAB-4
Northeast
3504
-
2A
1.7 x 10"3
HAB-5
Northeast
3502
Boring Dry
-
-
Test not performed.
2

Report of field Permeability Testing June 30, 2008
Canoe Club Subdivision KEG Project No. JA08-1506-02
Cashiers, North Carolina
The above information provides a summary of the subsurface permeability conditions encountered by the
borings. The attached permeability calculations show how data collected in the field was used to
determine the coefficient of permeability at boreholes HAB-1 and HAB-4. Soil conditions may vary
between boring locations.
PRELIMINARY CONCLUSIONS AND RECOMMENDATIONS
Based on our review of field permeability testing, we conclude that the preliminary project plans
requiring permeability rates of at least 0.52 in/hr are sufficiently satisfied and even exceeded.
Furthermore, 24-hour groundwater levels indicated that the groundwater table was not within two vertical
feet of the proposed bottom of stormwater systems. Soil encountered near the termination depths of the
borings did not show signs of color leaching normally associated with fluctuating groundwater tables.
We appreciate the opportunity to offer our professional services on this project. If you have any questions
concerning this report, please do not hesitate to contact .us. We hope that you will give KEG
consideration to providing additional geotechnical and construction materials testing services as this
project enters the next phase.
Sincerely, Nt,�� O .
KESSEL ENGINEERING GROUP PLLC •••,� °"""""1017"
, •,�OQ• � S r p��%.,,!1i,9
z ' a4 SEAL 9�
[an Johnson Bernie Kessel E.
Project Professional Principal Engineer .,,.njN�EK�5,,.••
Registered, North Carolina 21108 k1
Attachments: Field Exploration Plan (Figure l)
Field Exploration Procedures
Field Permeability Calculations

FIELD EXPLORATION PROCEDURES
FIELD PERMEABILITY TESTING
Borings were advanced by mechanically twisting a sharpened auger into the ground
approximately 1 to 1.5 meters (3 to 4.5 feet) below the ground surface. Water was
poured into the boring until it was full, and the boring was refilled at five minute
increments for at least 20 minutes to at least partially, if not fully, saturate the soil
surrounding the boring.
After the boring was prepared in this manner, the total depth of the boring and its
diameter were measured and recorded. It was then filled with water. The rate at which
the water surface in the boring descended was determined by measuring the time elapsed
from the previous measurement and the distance between the water surface and the top of
the boring. Testing concluded once the rate became nearly constant. From these
measurements an approximate coefficient of permeability of the soil in the boring was
calculated.

FIELD PERMEABILITY CALCULATIONS
Borehole: HAB-1 D�
D cm 8.5
H cm 121.9
Time min Time fsec
p 1 p
1 1 6Q
5 300
7 JE42010 00
15 900
i
P(cm)
h (cm)
I K(cm/sec)
0.0
121.9
1.5E-03
5.1
116.8
1.2E-03
8.9
113.0
8.0E-04
11.4
110.5
1.0E-03
17.8
104.1
1.0E-03
23.5
9BA
8.7E-04
30.5
1 91A
9.4E-04
41.9 1 80.0
Avg. K (cmisec) 1.0E-4
Avp. K (Inlhr) 1.6
K = coeffcent of permeability (cml sec orinl hr)
D = borehole diantew (cm)
It = depth of water at lime I (cm)
r = mtal elapsed time (see: or min)
HAB-4
D cm
H (cm)
Date
8.5
116.8
Time min
Time sec
0
0
1
60
2
120
3
180
10 600
15 900
20 2200
112008
P cm
h cm
K(cm/sec)
0.0
116.8
2.0E-03
6.4
110.5
2.1E-03
12.7
104.1
1.8E-03
17.8
99.1
1.7E-03
26.7
90.2
1.6E-03
34.3
82.6
1.5E-03
44,5
72.4
1.2E-03
55.9
61.0
1.5E-03
67.3 49.5
Avg, K (cm/sec) 1.7E-03
Avq. K (inlhr) 2.4
with:
K a cwffi4wnr t f permcabifltr (cnr I sec ar in I Irr)
D - b1]rehOle dranrerer (car)
h e deprh of water ca trine r (e'err)
r = total elapsed time (sec or rnirt)

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
Division of Water Quality - Stormwater Permitting Unit
COASTAL STORMWATER APPLICATION CHECKLIST
The following items are considered when reviewing an application in accordance with T15A:02H.1000,
Stormwater management. This checklist is intended to (1) assist the reviewers in maintaining consistency
during the review process and (2) facilitate communication between the reviewer and applicant. It is not
intended to replace information (including other lists) which may be part of the application form,
supplements, BMP manual or the regulations. Nor is it intended to bypass best professional judgement with
respect to the sufficiency of the information submitted.
This double sided page lists those items impacting "Application Completeness", "Project Types and
Supplements" follows the checklist and provides an overview of low density, general, and high density
projects and the associated supplement forms. The latest versions of all referenced forms and documents
may be obtained on-line at http://h2o.enr.state.nc.us/su/Forms Documents.htm.
APPLICATION COMPLETENESS
1 j Stormwater Permit Application Form SWU-101
a. _ Original and one copy are provided. The copy will be returned to the applicant with the
p mit.�
b. V_ All items of the application are completed
C. _ Named applicant is an owner or corporation k
d. _ For corporations, registration with the Secretary of State is verifiable on the online $41
database.
e. Signing official is the owner, a corporate President or Vice President, or an LLC
member/manager. Documentation is required verifying LLC member status. If the permittee
wishes to delegate signature authority, a signed letter from the applicant must be provided
and it must include the name, title, mailing address and phone number of the authorized
signer /
f. Receiving stream classification is correct.
g. Submittal requirements are initialed by hand.
h. Original signature is provided under applicant certification.
2) Plans
a. ZTwo copies are provided. The copy will be returned o the applicant with �
e permit.
b. _ Plan is based on a topographical survey. -- Mi13, 14��t Vl�a� i i
C. c Development 1 project name is consistent with the application form.
d. 7 Engineer name, firm and seal are located on each page of the plans. For low density
projects not requiring engineered stormwater controls, the plans need not be sealed.
e. ✓ Legend is provided including north arrow, scale, and plan details.
f. _ Location map is shown with named streets or NCSR numbers and distance to nearest
toyvn or city.
g. v Date is listed.
h. _Revision number & date are listed, if applicable.
i. ,Property and project boundaries are included.
j. 7 Wetlands are delineated, or a note on the plans states that none exist. s u�
k. Other geologic features are included: rock outcrops, streams, lakes, ponds, etc.
����pIJ'a
I. - Mean high water line is identified, if applicable. 1\11�- 5Ml-�
m. Drainage areas are delineated, including all off -site contributions. q 3✓
n. — -
Existing contours, proposed contours, spot elevations, and finished floor elevat�ns are"
clearly shown.
o. J Built -upon areas, existing and planned and including buildings, roads, etc. are shown.
p. Lots and or building numbers are labeled.1��

�I
q. _ Stormwater conveyance and management systems are shown. These include level
spreaders, side swales, wet detention ponds, infiltration trenches and basins, etc.
r. For wet ponds, average depth is consistent with maximum depth.
s. _ Monitoring wells or benchmarks are located.
t. _ Drainage easements and pipe sizes are identified.
u. Vegetated buffers (where required) are labeled.
V. Vegetated filters (where required) are identified.
w. Level spreaders (where required) are identified.
X. Dimensioned typical unit footprint for multi -unit developments are given.
y. _ Details of roads, parking, cul-de-sacs, sidewalks, and collection systems are shown.
Z. _ Details of stormwater control measures are included.
aa. _ Vegetative stabilization plan is included. '�
u 1
3) Supplement Form(s) — these are general supplement requirements; se6 the following page for
further information on specific project types.
a. One original and one copy are provided. The copy will be returned to the applicant with the
P rmit.
b. Correct supplements are provided for each drain�area_
C. All items on the supplements) are completed.
d. Project information is consistent with the application and plans.
e. 7 Operation and Maintenance agreement for engineered stormwater systems including curb
outlet systems is signed and notarized.
4) Fee - $420 made payable to NCDENR is enclosed.
5) Narrative - the existing and proposed site characteristics, use, drainage, and stormwater
management plans are clearly described.
6) Calculations
a. _ Supporting calculations ore provided for the numerical data submitted in the application
and supplements.
b. _ For engineered stormwater ntrols, supporting calculations are signed and sealed.
7) Soils Reeort
a. — For projects with engineered stormwater controls, a soils report is provided.
b. _ On -site soil borings at the location of the proposed treatment system are included.l�StYti�
c. _ A soil profile and characteristics including the depth to the seasonal high water table
(SHWT) is given.
d. _ Findings are related to the NRCS County Soils map, an 81/2 x 11 inch copy of the county
soils map with the project location shown is provided.
8) Vegetation Plan
a. Temporary and permanent grass seeding specifications are provided.
b. For projects with engineered stormwater controls, the plan includes additional species,
locations, spacing, soil preparation, fertilizer requirements, procedures and a schedule for U �"
installation. The plan was prepared by a qualified individual. b� �
9) Deed Restrictions - Deed restrictions are provided for subdivisions and projects with outparcels.
These are necessary to ensure ongoing compliance. Examples of appropriate for s for each type
of project are available upon request (reference document names and location h
J:IWPDATAIWQS1State SW-TMMSW Application Review Checklist revised (Updated 6/18/07)

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
Division of Water Quality - Stormwater Permitting Unit
COASTAL STORMWATER APPLICATION CHECKLIST
The following items are considered when reviewing an application in accordance with T15A:02H.1000,
Stormwater management. This checklist is intended to (1) assist the reviewers in maintaining consistency
during the review process and (2) facilitate communication between the reviewer and applicant. It is not
intended to replace information (including other lists) which may be part of the application form,
supplements, BMP manual or the regulations. Nor is it intended to bypass best professional judgement with
respect to the sufficiency of the information submitted.
This double sided page lists those items impacting "Application Completeness". "Project Types and
Supplements" follows the checklist and provides an overview of low density, general, and high density
projects and the'associated supplement forms. The latest versions of all referenced forms and documents
may be obtained on-line at http://h2o.enr.state.nc.us/su/Forms_Documents.htm.
APPLICATION COMPLETENESS
1) Stormwater Permit Application Form SWU-101
a. Original and one copy are provided. The copy will be returned to the applicant with the
permit.
b. All items of the application are completed
C. _ Named applicant is an owner or corporation
d. _ For corporations, registration with the Secretary of State is verifiable on the online
database.
e. _/ Signing official is the owner, a corporate President or Vice President, or an LLC
member/manager. Documentation is required verifying LLC member status. If the permittee
wishes to delegate signature authority, a signed letter from the applicant must be provided
and it must include the name, title, mailing address and phone number of the authorized
signer
f. _/ Receiving stream classification is correct.
g. Submittal requirements are initialed by hand.
h. /original signature is provided under applicant certification.
2) Plans
a. Two copies are provided. The copy will be returned to the applicant with the permit.
b. Y, Plan is based on a topographical survey.
C. i-I Development / project name is consistent with the application form.
d. IiEngineer name, firm and seal are located on each page of the plans. For low density
projects not requiring engineered stormwater controls, the plans need not be sealed.
e. X Legend is provided including north arrow, scale, and plan details. jcok 0". 11 5-0
f. Location map gho n with named streets or NCSR numbers and distance to nearest
town or city. b
g. ate is listed.
h. _d` Revision number & date are listed, if applicable.SqM�-
i. ( Property and project boundaries are included.
7 3a j. Wetlands are delineated, or. a note on the plans states that none exist.
k. �i Other geologic features are included: rock outcrops, ream , lakes, ponds, etc.
I. Mean high water line is identified, if applicable.
m. Drainage areas are delineated, including all off -site contributions.
n. aC Existing contours, proposed contours, spot elevations, and finished floor elevations are
clearly shown.
o. SC Built -upon areas, existing and planned and including buildings, roads, etc. are shown.
p. Lots and or building numbers are labeled.

q. _ Stormwater onveyance�' nd management systems are shown. These include level
spreaders, side swales et detention ponds, infiltration trenches and basins, etc.
r. For wet ponds, average depth is consistent with maximum depth.
S. . — Monitoring wells or benchmarks are located. .
t. Drainage easements and pipe sizes are identified.
U. Vegetated buffers (where required) are labeled.
V. _ Vegetated filters (where required) are identified.
w. -- Level spreaders (where required) are identified.
x. Dimensioned typical unit footprint for multi -unit developments are given.
y. Details of roads, parking, cul-de-sacs, sidewalks, and collection systems are shown.
Z. Details of stormwater control measures are included.
aa. —Vegetative stabilization plan is included.
3) Supplement Form(s) — these are general supplement requirements; see the following page for
further information on specific project types.
a. _ One original and one copy are provided. The copy will be returned to the applicant with the
permit.
b. _ Correct supplements are provided for each drainage area.
C. _ All items on the supplement(s) are completed.
d. — Project information is consistent with the application and plans.
e. _ Operation and Maintenance agreement for engineered stormwater systems including curb
outlet systems is signed and notarized.
4) Fee - $420 made payable to NCDENR is enclosed.
5) Narrative - the existing and proposed site characteristics, use, drainage, and stormwater
management plans are clearly described.
6) Calculations
a. _ Supporting calculations are provided for the numerical data submitted in the application
and supplements.
b. _ For engineered stormwater controls, supporting calculations are signed and sealed.
7) Soils Report
a. For projects with engineered stormwater controls, a soils report is provided.
b. _ On -site soil borings at the location of the proposed treatment system are included.
C. _ A soil profile and characteristics including the depth to the seasonal high water table
(SHWT) is given,
d. _ Findings are related to the NRCS County Soils map, an 81/2 x 11 inch copy of the county
soils map with the project location shown is provided.
8) Vegetation Plan
a. _ Temporary and permanent grass seeding specifications are provided.
b. _ For projects with engineered stormwater controls, the plan includes additional species,
locations, spacing, soil preparation, fertilizer requirements; procedures and a schedule for
installation, The plan was prepared by a qualified individual.
9) Deed Restrictions - Deed restrictions are provided for subdivisions and projects with outparcels.
These are necessary to ensure ongoing compliance. Examples of appropriate forms for each type
of project are available upon request (reference document names and locations).
J:\WPDATAIWQSIState SW-TMAISW Application Review Checklist revised (Updated 6/18/07)

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
Division of Water Quality - Stormwater Permitting Unit
#�+1 COASTAL STORMWATER APPLICATION CHECKLIST
The following items are considered when reviewing an application in accordance with T15A:02H.1000,
Stormwater management. This checklist is intended to (1) assist the reviewers in maintaining consistency
during the review process and (2) facilitate communication between the reviewer and applicant. It is not
intended to replace information (including other lists) which may be part of the application form,
supplements, BMP manual or the regulations. Nor is it intended to bypass best professional judgement with
respect to the sufficiency of the information submitted.
This double sided page lists those items impacting "Application Completeness". "Project Types and
Supplements" follows the checklist and provides an overview of low density, general, and high density
projects and the associated supplement forms. The latest versions of all referenced forms and documents
may be obtained on-line at http://h2o.enr.state.nc.us/su/Forms _D_ocuments.htm.
APPLICATION COMPLETENESS
1 } Stormwater Permit Application Form (SWU-101)
a.
�/ Original and one copy are provided. The copy will be returned to the applicant with the
b.
permit.
_✓All items of the application are completed
C.
_ Named applicant is an owner or corporation
d.
_ For corporations, registration with the Secretary of State is verifiable on the online
database.
------e.
_ Signing official is the owner, a corporate President or Vice President, or an LLC
member/manager. Documentation is required verifying LLC member status. If the permittee
wishes to delegate signature authority, a signed letter from the applicant must be provided
and it must include the name, title, mailing address and phone number of the authorized
signer
f.
Receiving stream classification is correct.
g.
✓ Submittal requirements are initialed by hand.
h.
Original signature is provided under applicant certification.
2) Plans
a.
/Two copies are provided. The copy will be returned to t� applicant with the permit.
b.
7c Plan is based on a topographical survey. �.. -Q.1/
c.
rjDevelopment 1 project name is consistent with the application form.
d.
_j/ Engineer name, firm and seal are located on each page of the plans. For low density
projects not requiring engineered stormwater controls, the plans need not be sealed.
e.
_f Legend is provided including north arrow, scale, and plan details.
f.
_ Location map is shown with named streets or NCSR numbers and distance to nearest
town or city.
Date is listed.
g.
h.
r' Revision number & date are listed, if applicable.
i.
AProperty and' rojec boundaries are included. �.
j.
JC Wetlands are delineated, or a note on the plans states that none exist. 40 1vuT
k.
Other geologic features are included: rock outcrops, streams, lakes, ponds, etc.
ROW,—
1.
Mean high water line is identified, if applicable. gy,/ ��
�X m.,C
Drainage areas are delineated, including all off -site contributions. C%
n.
, Existing contours, proposed contours, spot elevations, and finished floor elevations are
v.
clearly shown. �,�q�
Built -upon areas, existing and planned and including buildings, roads, etc. are shown. i xrol �
p.
is and or building numbers are labeled. P
�_ Lots

I
q. Stormwater conveyance and management systems are shown. These include level
spreaders, side swales, wet detention ponds, infiltration trenches and basins, etc.
r. —_ For wet ponds, average depth is consistent with maximum depth.
S. Monitoring wells or benchmarks are located.
t. Drainage easements and pipe sizes are identified. -& /- ',
u. !C Vegetated buffers (where required) are labeled. ,w4
V. x Vegetated filters (where required) are identified. p
w.—f Level spreaders (where required) are identified.
x. Dimensioned typical unit footprint for multi -unit developments are given.
y. Details of roads, par_ kinj, cul-de-sacs, sidewalks, and collection systems are shown.
z. -r Details of stormwater control measures are included.Pr
aa. —Vegetative stabilization plan is included. �. �+ -7
0
3) Supplement Forms) - these are general supplement requirements; see the following page for
further information on specific project types.
a. _ One original and one copy are provided. The copy will be returned to the applicant with the j
permit, coy-" psi Un1 n� ihd►VJAJ
b. _-Correct supplements are provided for each drainage area.,
C. _ All items on the supplement(s) are completed.
d. X Project information is consistent with the application and plans.
e. Operation and Maintenance agreement for engineered stormwater systems including curb
outlet systems is signed and notarized.
4) Fee - $420 made payable to NCDENR is enclosed.
5) Narrative - the existing and proposed site characteristics, use, drainage, and stormwater
management plans are clearly described.
fi) Calculations �v.� !� �� iS _e_"010,h �'
a. Supporting calculations are provided for the numerical data submitted in the application
and supplements. 4k-10
b. _ For engineered stormwater controls, supporting calculations are signed and sealed.
7) Soils Report
a. k For projects with ngineered stormwater controls, a soils report is provided.
b. X On -site soil borings at the location of the proposed treatment system are included.
c. X A soil profile and characteristics including the depth to the seasonal high water table
(SHWT) is given.
d. _ Findings are related to the NRCS County Soils map, an 8'12 x 11 inch copy of the county
soils map with the project location shown is provided.
8) Vegetation Plan
a. Temporary and permanent grass seeding specifications are provided.
b. T For projects with engineered stormwater controls, the plan includes additional species,
locations, spacing, soil preparation, fertilizer requirements, procedures and a schedule for
installation. The plan was prepared by a qualified individual.
9) Deed Restrictions - Deed restrictions are provided for subdivisions and projects with outparcels.
These are necessary to ensure ongoing compliance. Examples of appropriate forms'for each type
of project are available upon request (reference document names and locations).
J:IWPDATAIWQSIState SW-TMAISW Application Review Checklist revised (Updated 6/18107) �
e10113J

S j 0 1
rx
c-�
Copyright (C) 1998, Maptech, Inc.

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
��AI am__Klimek, P.E�irector
Division after Quality
October 3, 2008
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Steven Harris
1600 Camden Road
Charlotte, NC 28208
Subject: Stormwater Management Permit Application
Cashiers Canoe Club Development, LLC
Jackson County
Dear Mr. Harris:
On August 4, 2008, the Division of Water Quality (DWQ), Asheville Regional Office received your
submittal for a Stormwater Management Permit for the Canoe Club Development in Cashiers, NC.
The submittal has been deemed deficient, and we are returning it unprocessed.
Al
For your assistance in future submittals the preliminary review revea ed the following deficiencies;
1. Plan details must clearly be depicted in the legend. Plan scales need to be larger.
�a 2. Property and project boundaries need to be included. If these i�re the same please articulate.
3. All water features, and buffers need to be clearly delineated Nplans. For example non -were
shown on C7.1.
4. Mean high water line is identified. For example: Cashiers Lake high water line.
5. Existing contours, and proposed contours are clearly shown.
b. Drainage areas are delineated, including all off -site contributions The drainage areas for each
stormwater management device must be delineated. The size of the system must take into
account the runoff at the ultimate built -out potential from all surfaces draining to the
system, including any off -site drainage.
7. Drainage easements and pipe sizes are identified
8. Stormwater conveyance systems are shown.
9. Vegetated filters and level spreaders are identified.
10. Correct supplements are provided for each drainage area. A table listing the individual lots and
a typical should be provided. \�S
11. Supporting calculations are provided for the numerical data submitted in the application and
supplements. The plans and the narrative are primarily for erosion control instead stormwater.
No(thCarolina
atrtrally
North Carolina Division of Water Quality 2090 US Hwy 70, Swannanoa, NC 28779 Phone [phone]
Internet: www ricwaterqualitv.ora Fax [phone]
G:IWPDA'I'AlI)EMWQ\JacksonlSlaic Stormwater ManagementlCanoeClub1SW1080801 return.doe
An Equal Opportunity/Affirmative Action Employer— 50% RccycledA0% Post Consumer Paper

Mr. Steven Harris
Page 2 of 2
October 3, 2008
12.On-site soil borings at the location of the proposed treatment system need to be included. A
soil profile and characteristics including the depth to the seasonal high water table (SHWT) is
given.
13. Deed restrictions are provided for all lots. 1
i . �A)
Please contact me should you have any questions or concerns.
S1 1
l _I•I� ,.1� ���` Sincerely,
Linda Wiggs
Environmental Specialist
Asheville Regional Office
[phone]
Enclosure: Submittal Package
cc: Asheville Regional Office
DWQ Central Files
Land Design
Attn: Marty Kocot
1 Page Ave. Suite 220
Asheville, NC 28801
s

PROJECT TYPES AND SUPPLEMENTS
A. Low Density: Supplement SWU-104 or SWU-105
Applicability:
■ Low density projects may not result in built -upon surfaces in excess of 25% or 30%, depending on
the classification of the receiving stream. For calculating density with wetlands, see guidance
memo (reference document and location).
• In low density projects, stormwater is conveyed primarily via sheet flow and swales with limited
piping for under road conveyance. Curb outlet systems may also be used in a low density project.
• No area of the project may be configured such that it constitutes a pocket of high density. In other
words, if development is concentrated such that the undeveloped land does not significantly impact
treatment of the stormwater runoff from the developed or impervious surfaces, the low density
option may not be applied to the overall project.
■ Low density projects must maintain a 30 foot wide vegetative buffer. That is, any impervious
surfaces must be at least 30 feet from surface waters, measured horizontally from the structure to
the mean high water line of the surface water.
• All swales and related vegetated slopes must be 3:1 (horizontal to vertical) or flatter.
• Regulatory References: NCAC Title 15A, 02H.1005, 02H.1008(g).
SWU-104 is required for low density projects for which lot subdivision and selling is intended. All
sections of the supplement should be completed including the built -upon area per lot calculation.
Deed restrictions are required.
SWU-105 is required for low density projects in which curb and gutters are incorporated. All sections
should be completed including swale design, Table 1. Supporting calculations should also be
supplied. The maintenance agreement contained within the supplement must be signed and
notarized.
B. General Permit: SWG01. SWG02. SWG03. SWG04
Applicability:
• General permits may be issued for certain groups of similar activities, including
(1) construction of single family residences (SWG01),
(2) bulkheads and boat ramps (SWG02),
(3) clearing and grading (SWG03), and
(4) linear utility projects (SWG04).
• For these types of projects, a Notice of Intent should be submitted. Upon review and approval, a
Certificate of Coverage will be issued covering the applicant under a general permit.
■ Regulatory Reference: NCAC Title 15A, 02H.1013.
C. High Density: SWU-102, SWU-103, SWU-106, SWU-107, SWU-108, SWU-109
General Considerations:
All runoff from the built -upon area shall be collected by swales, piping, or other means and directed
to an engineered stormwater control device or system. Runoff shall also be collected from
contributing off -site areas.
Wet ponds and infiltration basins and trenches are commonly utilized engineered stormwater
control devices. Other options include bioretention areas, extended dry detention basins,
stormwater wetlands, off -site systems, and innovative and alternative systems.

■ All systems shall be designed to meet minimum criteria, as listed in the regulations, the supplement
and in accordance with the current version of the Water Quality Section Stormwater Best
Management Practices (BMP). The current BMP manual may be viewed through a link at
http://h2o.enr.state. nc.uslsu/Forms Documents Main.htm
■ All swales and related vegetated slopes shall be 3:1 (horizontal to vertical) or less steep.
■ Operation and Maintenance plans are required for each engineered stormwater management
system. Plans are included in the respective supplements and they must be signed and notarized.
■ For the purposes of operation and maintenance access, all stormwater management structures
shall be located within recorded drainage easements.
■ Plans for engineered stormwater control systems shall be prepared and sealed by a professional
engineer.
■ Supporting calculations must also be signed, dated and sealed.
■ One supplement shall be submitted for each drainage area.
■ Regulatory Reference: NCAC Title 15A, 02H.1008.

PROJECT TYPES AND SUPPLEMENTS
A. Low Density: Supplement SWU-104 or SWU-105
Applicability:
• Low density projects may not result in built -upon surfaces in excess of 25% or 30%, depending on
the classification of the receiving stream. For calculating density with wetlands, see guidance
memo (reference document and location).
■ In low density projects, stormwater is conveyed primarily via sheet flow and swales with limited
piping for under road conveyance. Curb outlet systems may also be used in a low density project.
■ No area of the project may be configured such that it constitutes a pocket of high density. In other
words, if development is concentrated such that the undeveloped land does not significantly impact
treatment of the stormwater runoff from the developed or impervious surfaces, the low density
option may not be applied to the overall project.
• Low density projects must maintain a 30 foot wide vegetative buffer. That is, any impervious
surfaces must be at least 30 feet from surface waters, measured horizontally from the structure to
the mean high water line of the surface water.
• All swales and related vegetated slopes must be 11 (horizontal to vertical) or flatter.
• Regulatory References: NCAC Title 15A, 02H.1005, 02H.1008(g).
SWU-104 is required for low density projects for which lot subdivision and selling is intended. All
sections of the supplement should be completed including the built -upon area per lot calculation.
Deed restrictions are required.
SWU-105 is required for low density projects in which curb and gutters are incorporated. All sections
should be completed including swale design, Table 1. Supporting calculations should also be
supplied. The maintenance agreement contained within the supplement must be signed and
notarized.
B. General Permit: SWG01, SWG02, SWG03, SWG04
Applicability:
• General permits may be issued for certain groups of similar activities, including
(1) construction of single family residences (SWG01),
(2) bulkheads and boat ramps (SWG02),
(3) clearing and grading (SWG03), and
(4) linear utility projects (SWG04).
■ For these types of projects, a Notice of Intent should be submitted. Upon review and approval,
Certificate of Coverage will be issued covering the applicant under a general permit.
■ Regulatory Reference: NCAC Title 15A, 02H.1013.
C. High Density: SWU-102 SWU-103 SWU-106 SWU-107 SWU-108 SWU-109
General Considerations:
■ All runoff from the built -upon area shall be collected by swales, piping, or other means and directed
4 to an engineered stormwater control device or system. Runoff shall also be collected from
contributing off -site areas.
l 1 • Wet ponds and infiltration basins and trenches are commonly utilized engineered stormwater
control devices, Other options include bioretention areas, extended dry detention basins,
stormwater wetlands, off -site systems, and innovative and alternative systems.

■ All systems shall be designed to meet minimum criteria, as listed in the regulations, the supplement
and in accordance with the current version of the Water Quality Section Stormwater Best
Management Practices (BMP). The current BMP manual may be viewed through a link at
http://h2o.enr.state.nc.us/su/Forms Documents Main.htm
■ All swales and related vegetated slopes shall be 3:1 (horizontal to vertical) or less steep.
■ Operation and Maintenance plans are required for each engineered stormwater management
system. Plans are included in the respective supplements and they must be signed and notarized.
■ For the purposes of operation and maintenance access, all stormwater management structures
shall be located within recorded drainage easements.
■ Plans for engineered stormwater control systems shall be prepared and sealed by a professional
engineer.
• Supporting calculations must also be signed, dated and sealed.
■ One supplement shall be submitted for each drainage area.
■ Regulatory Reference: NCAC Title 15A, 02H.1008.

;Vlap of [1.-793] Cashiers Lake Rd Cashiers, NC by MapQuest
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http://www.mapgUeSL.ConVmaps?city=Cashiers&state =NC&address=%5B 1-793%5D+Cashiers+Lake+Rd&... 11/3/2008

Driving Directions from Asheville, NC to [ 1-793] Cashiers Lake Rd , Cashiers, NC
Page 1 of 2
MAPQUE'ST
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Excellent 750 - 840
Good 660 - 749
Fair 620 - 659
Poor 340 - 619
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F i rid out I N S1TI.A_f�11T1LYi!
Total Time: 1 hour 32 minutes Total Distance: 63.67 miles
A: Asheville, NC 28801
Start out going NORTHEAST on PAGE AVE toward
1'
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2: Turn LEFT onto HAYWOOD ST.
0.2 mi
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IV
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Merge onto 1-26 E/US-74 E via the exit on the LEFT toward
7: HENDERSONVILLEISPARTANBURG/ASHEVILLE
9.5 mi
AIRPORT.
Take the NC-280 exit, EXIT 40, toward ASHEVILLE
8' REGIONAL AIRPORT/ARDEN.
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0.3 mi
aurti
280
.._........ ---- -- --
Turn RIGHT onto NEW AIRPORT RD/NC-280. Continue to
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follow NC-280 S.
wcsT
sa 10: NC-280 S becomes US-64 W. 19.0 mi
Turn SLIGHT LEFT onto US-64/NC-281/ROSMAN HWY.
1� 11: Continue to follow US-64. 12.8 mi
12: Turn SHARP LEFT onto NC-107.� - � Y 0.6 mi
13: Turn SLIGHT RIGHT onto CASHIERS SCHOOL RD/NC- -�� 0.1 mi
1112.
14: Turn RIGHT onto CASHIERS LAKE RD. 0.7 mi
15: End at [1-793] Cashiers Lake Rd Cashiers, NC 28717
B: [1-793] Cashiers Lake Rd, Cashiers, NC 28717
Total Time: 1 hour 32 minutes Total Distance: 63.67 miles
http:Hwww.mapqucst.com/maps? l c=Cashiers& i s=NC& l a=%,5B I-793%5D-t-Cashiers-I-Lakea-lZd& l z=2871... 1 1/3/2008 .%

WArFi9pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
t~ North Carolina Department of Environment and Natural Resources
Coleen Sullins. Director
Division of water Quality
October 3, 2008
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Steven Harris
1600 Camden Road
Charlotte, NC 28208
Subject: Stormwater Management Permit Application
Cashiers Canoe Club Development, LLC
Jackson County
Dear Mr. Harris:
On August 4, 2008, the Division of Water Quality (DWQ), Asheville Regional Office received your
submittal for a Stormwater Management Permit for the Canoe Club Development in Cashiers, NC.
After a preliminary review the submittal has been deemed deficient, and we are returning it
unprocessed.
For your assistance in future submittals the following items will be needed;
1. Plan symbology/details must clearly be depicted in the legend.
2. Plan scales need to be larger. See Device BMP Supplement; 1 "=50' or larger —
3. Property and project boundaries need to be included. If these are the same please articulate.
/ 4. All water features, and buffers need to be clearly delineated on all plans. For example wetlands
Y were not shown on C7.1&2. Placement of Communal #9 and Individuals#128, 129.
�.._
5. Mean and/or seasonal high water line is identified. For example: Cashiers Lake high water line,
stream high water line. Communal #12, Individual #120, 122, 124.
6. Existing contours, and proposed contours are clearly shown.
7. Drainage areas are delineated; including all off -site contributions. The drainage areas for each
stormwater management device must be delineated. The size of the system must take into
account the runoff at the ultimate built -out potential from all surfaces draining to the
system, including any off -site drainage.
8. All Built Upon Area must be shown, including driveways, sidewalks etc or be included in the
calculations and described.
9. Drainage easements and pipe sizes are identified
10. Stormwater conveyance systems are shown.
11. BMP bypass must be identified.
12. Vegetated filters and level spreaders are identified at each BMP bypass. one
No hCarolina
, Vaturallj
North Carolina Division of Water Quality 2090 US Hwy 70, Swannanoa, NC 28778 Phone [phone]
Internet: www.ncwaterquality.org Fax (828} 299-7043
G:IWPDATAIDF.MWQUacksonlStateStormwater ManagementlCanoeClub\SW1080801 retum.doc
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Mr. Steven Harris
Page 2of2
October 3, 2008
13. Correct supplements are provided for each drainage area. If using a typical BMP design sheet
for multiple houses/lots, please provide a table correlating lots and devices
14. Supporting calculations are provided for the numerical data submitted in the application and
supplements. The plans and the narrative are primarily for erosion control instead stormwater.
15.On-site soil borings at the location of the proposed treatment system need to be included. A
soil profile and characteristics including the depth to the seasonal high water table (SHWT) is
given. Is Communal #2 under a road.
16. Monitoring wells for BMP need to be included.
17. Deed restrictions provided for all lots.
Please see our checklist on our website to help check that you re -submittal includes all necessary
items. It can be downloaded from htt h2o.enr.state. nc.us/su/docu mentschecklistrev-1. df.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A. Also keep in mind any stream impacts may
require permitting from the Army Corp of Engineers and Division of Water Quality.
Please contact me should you have any questions or concerns.
Sincerely,
Linda Wiggs
Environmental Specialist
Asheville Regional Office
[phone]
Enclosure: Submittal Package
cc: Asheville Regional Office
DWQ Central Files
Land Design
Attn: Marty Kocot
1 Page Ave. Suite 220
Asheville, NC 28801

FW:'Canoe Club Stormwater meeting
01/-� 5
Subject: FW: Canoe Club Stormwater meeting
From: "Marty Kocot" <[e-mail]>
Date: Wed, 8 Oct 2008 18:20:36 -0400
To: <[e-mail]>
Dear Linda,
Thanks for the call back yesterday. Please let me know when you are available to
meet to review your comments on the Stormwater Plans and Permit Applications. I
want to assure you we are on the same team when it comes to protecting the water
quality and effectively managing water pollution sources on this site. There is
some confusion regarding some of your review comments. I will be happy to provide
you with whatever you need to help with your review but we feel much of the
information you need'is within the submitted package. Below is a quick response
to your comments. After you read them I'm sure you will understand why there is
confusion and why I think a meeting will be beneficial..
1. Plan symbolo y/details are clearly shown in the legend. Not sure what else
you need? -'A-Ce 5 ?
2. Scale of submittal is 50 scale. ?? �I nS{'�a deA.11 t` C)3
3. Property boundaries and project boundaries and are clearly shown. I will add
a note that the Property boundaries and our project boundaries are
identical.
4. Wetlands and waters of the US as mapped by Clearwater Environmental are
clearly shown on Sheet C 1.1 and are shown again on sheets C 2.3, C 2.4, C
3. 1, C 3 .2 , C 3. 3, C 3.4 �% mpjs +,2, be ovl 0 ,k k s kv-a S
S. Seasonal. High water was not encountered during the soils exploration and is
expected to be substantially below the level of all the treatment
facilities. This is addressed within the soils report provided along with
the calculations. WIJP,+ ( V, r Q_ -lr\o'\- S{--v-rT-
6. Existing and proposed contours are shown and clearly labeled within the
plans. See Sheets C 3.1 and C 3.2 Lin
C- Y,^ C'�l S� nG 1 v\
7. We can provide additional drainage asin delineation information graphically'�"�
in a new separate drawing if that is what you need. We have provided the
drainage area and impervious areas draining to each treatment facility in
tabular form on sheets C 7.2 YVV\ N�) �: (O-Li
8. We have included any and all the roadways, driveways,Lga-rages and roofs and
any other planned impervious surfaces within the calculations and in tabular
form on sheet C 7.2 We can show the 7' long driveways on the drawing
entering each private residential garage on the drawings if that is what you
need us to do. We left some of the driveways off for drawing clarity as the
drawings get fairly busy at the street. All of the garages are clearly
shown. reed 111 f m (fir �p vs GT IS-,O, uN�
9. Storm Drainage easements and pipe sizes are shown and provided on sheets C
7.1 and C 7.2 although we could have labeled the permanent drainage
easements more clearly.
10.All Stormwater and conveyance systems are shown on sheets C 7.1. and C 7.2
11..The BMP bypasses are shown within the details on sheet D 1.4 but are not
clearly labeled. The Community Infiltration basins fill up and at their
capacity they overtop and then spill out through the stormdrainage piping
system provided. The individual residential lot basins fill up to capacity
and then overflow running along the ground through the vegetated woods
toward the creeks. There are a minimum of 30 ft. width non disturbed
vegetated buffers on all creeks and wetlands on site. See Sheet C 2.3, C
2 . 4 , C 3 . 2 , C 3 . 3 , C 3.4
�.(,CL c �c 5 [C + ^ '� N�� �j,� �V a� r a vo t �ilu+• J
12.Undisturbed Vegetated buffers at a minimum width of 30 ft. are provided. See
limits of Disturbance on sheet C 3.1, C 3.2, C 3 .3, C 3.4 P d^ S�vcm •�v��,��O�S
13.See table and notation labels provided on sheets C 7.1, and C 7.2 These are
also described and provided within the supplemental calculations provided.
14. Data and calculations are provided to support design of all Stormwater
Management facilities. We have also included erosion control information as
1 of 3 10/9/2008 9:27 AM

FW: Canoe Club Stormwater meeting
supplemental information as this is an important measure in protecting water
quality.
15.After discussing the preliminary site design, requirements and basin
locations with Star from your office. We agreed to provide 5 soil borings
on the site at the larger communal basin locations. These soil information
provides and adequate soil profile for this 30 acre site as soils are fairly
consistent. This soil boring and testing information is provided in the
soils report provided.
16.We will provide the required monitoring wells at the basins per the State
detail.
17. The Deed restrictions were provided along with the submittal. Is there
some specific language that needs to be added?
If Star can't attend that is OK, I'd prefer she'd be there but I understand she is
no longer with your department. I know that the half hour would be beneficial in
you understanding the design intent of the plans and the project better and it
will help me to provide you with any information, plan changes etc. you need to
complete your review and hopefully approve the project.
Many Thanks,
Marty
Marty Kocot, PE
Partner
LandDesign - Asheville, NC
Grove Arcade Building
One Page Avenue, Suite 220
Asheville, NC 28801
V: 828.281.1447 Ext 222
F: 828.281.1449
-----Original Message -----
From: Marty Kocot
Sent; Wednesday, March 12, 2008 1:03 PM
To: 'Starr Silvis'
Subject: RE: more information
Starr, It was a pleasure to meet you yesterday. Thank you for the information.
We are proceeding per our discussion and the information you have provided below.
It is a shame about the cisterns. Knowing that the best thing we can do is
encourage re -use. It would be great if we could push for approval of cisterns in
the future. Please know I will help you any way toward that effort.
Thanks for meeting with us. I'm looking forward to working with you on the Canoe
project. Have a great day.
Marty Kocot, PE
Partner
LandDesign - Asheville, NC
Grove Arcade Building
One Page Avenue, Suite 220
Asheville, NC 28801
V: 828,281.1447 Ext 222
F: 828,281,1449
-----Original Message -----
From: Starr Silvis[mailto:[e-mail]]
Sent: Wednesday, March 12, 2008 8:12 AM
To: [e-mail]; Marty Kocot
Subject: more information
Good Morning,
Here is what I have found out
2 of 3 10/9/2008 9:27 AM

PW: Canoe Club Stormwater meeting
1.) It is fine to do individual treatment units for the BUA for each
house. However, it must be the responsibility of the developer to
install these—uni.t_s.�.i_._e..—it_cannat_be_lef_t_up_to_the_homeowner . This
information will need to be in the deed_restr.iction_clear.ly saying who
is sponsible for the installati and when it will be accomplished.
The HOA will need to be the ultimate responsible party for the O&M.
�2) there is indeed a 1.00 foot minimum separation required between the
��treatment units and any water supply well, private or public.
3) You may design a typical for the individual houses, however the
units must be sited on the plan. If the siting needs to be moved for
some reason there will be language in the permit detailing how this is
to be dealt with. Rest assured that it can be dealt with. I would much
rather have the unit move than cut down a nice big old tree. The intent
of the unit would still be met and with less impact to the surrounding
environment.
4) Sadly I cannot give credit for cisterns. It was worth a shot.
Let me know if you have any other questions I can help you with.
Starr
PS. Mr. Hugh Fields was going to contact you to find out if you have a
copy of the permit for the grandfather mountain development. The permit
was a state stormwater management permit that was written in the
mid -nineties. Do you by any chance have a copy of the plans or permit
for that site?
Thanks,
Starr
Starr Silvis, P.E. - [e-mail]
Environmental -Engineer
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
"If there is magic on this planet, it is contained in water."
Loren Eiseley
3 of 3 10/9/2008 9:27 AM

o�0F W AT�R pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
5 '< Alan W. Klimek, P.E. Director
Division of Water Quality
11:
XXXXXXXXx
Subject: Additional Information Request
Permit application
Jackson County xxxxxx —
acilita
Jackson County
Dear Mr. xxxxxxx:
On d e"M"• the Division of Water Quality, Asheville Regional Office received your application for
State Stormwater Management Permit at the subject site located in XxXx North Carolina. North
Carolina rules require DWQ to conduct an engineering review of your request for a State
Stormwater Management Permit. The submittal is insufficient; therefore we are requesting
additional information in order to continue processing your application. Please submit additional
information addressing the items listed below.
1. The O7aUNQ e are XXX map ttached to the Erosion Control / Drainage / Stormwater
Narrative & Calculations section of the submittal does not show topographic lines. The
drainage areas for each stormwater management device must be delineated on a
topographic map.
2. The total project area is listed as E4&xx acres on the permit application. A drainage area
map showing the entirety of the site and the drainage areas must be included in the
submittal. A map showing property boundaries must be included. 1SA NCAC 02H.1003 g
3. Control systems must be designed to control runoff from all surfaces. OTSxxxx 15A NCAC
02H.1007
4. Be advised that 15A NCAC 02H.1008 (c) 1 requires " The size of the system must take into
account the runoff at the ultimate built -out potential from all surfaces draining to the
system, including any off -site drainage. The storage volume of the system shall be
calculated to provide for the most conservative protection using runoff calculation methods
described on pages Al and A2 in "Controlling Urban Runoff: A Practical Manual for Planning
and Designing Urban BMPs". The method referred to is "The Simple Method" as described
by Schueler (1987). A summary of the method may be found on page 6 of section 1 of the
"Stormwater Best Management Practices" Document published by NCDENR in April 1999.
5. Plan is based on a opographical survey rf — d
6. Legend is provided including north arrow, scat and Ian details ���,MIaw
7. Property and' rajec boundaries are included
8. Wetlands buffers are delineated, or a note on the plans states that none exist......' no' a
hownc7.i
9. Other geoldgic features are included: rock outcrops, stream , lakes, ponds, etc
10. Mean high water line is identified, if applicable..... xxby lake on plate+
n1r '3�z- c
North on Carolina
Non Carolina Division of Water Quality 21),)O US Hwy 70. Swannanoa. NC 28779 Phone [phone](H)
Interne(: www.newalergualitv.org Fax [phone]
An Equal Opponunit ylAFfirtna(ivc AClion Etnploycr—S05, Rccycic(1110% Post Consumer Paper

Mr. Kenneth Westmoreland
Page 2 of 2
April 16, 2007
ii. pra aqeareas areTdolineafeefiir,� _ludih, �allEff s.ife�'cont-r tion�
12.-xisting LQQntours proposed contours, spot elevations, and finished floor elevations are clearly
shown.
13. Built -upon areas, existing and planned and including buildings, roads, etc. are shown
14. Lots and4er,
t �ng numbers are labeled .... .• alc missing on som.
15. Stormwnve reti.
nd management systems are shown. These include level spreaders,
side swales, wet �n ponds, infiltration trenches and basins, etc
r
16. Drainage , asememts and pipe size ar identified... or mai—z e:n— x-e access -7 1� v
17. Vegetated fate fired)-ars-i�entifie-d..._ dfsel I•ar,
18. A irneasierle typical unit footprint for multi -unit developments are given
19. Details of roads ap rking, cul-de-sacs, Pddewa ks, and • ollection s .stem . are shown
20. Correct supplements are provided for each drainage area...community no individual
21. Project information is �.on§istel with the application and plans
22. Supporting�g calculations are provided for the numerical data submitted in the application and��
supplements...... o sup.,plied and no talcs narrative its for erosion control
F3.3soils report is provided .... onl A5 bores.......... On -site soil borings at the location of the
roposed treatment system are included ............. A soil profile and characteristics including the
depth to the seasonal high water tabl (SHWT) is given
MDeed restrictions are provided for subdivisions and projects with outparcels. These are
necessary to ensure ongoing compliance. Examples of appropriate forms for each type of
project are available upon request (reference document names and locations)........... Il,lots
Please respond in writing within thirty (3D) days of receipt of this letter. Your response must
include at a minimum your plans for addressing the above listed deficiencies.
Sincerely,
Starr Silvis
Environmental Engineer
Asheville Regional Office
[phone]
cc: Asheville Regional Office
Mr. Victor Lofquist, Lofquist & Associates, Inc., 11 Citrus Drive, Sylva, NC 28779
DWQ Central Files

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