20180765 Ver 1_More Information received_20190117

Strickland, Bev
From: [e-mail]
Sent: Thursday, January 17, 2019 7:54 AM
To: Homewood, Sue
Cc: Clement Riddle; 'Kaylie Yankura'
Subject: [External] High Hampton Resort Core Stormwater
Attachments: Lucas 1-14-19.pdf, Application.pdf, High Hampton Resort_Core_Stormwater_
1-14-19.pdf
External email. Do not click links or open attachments unless you verified. Send all suspicious email as an attachment to
[e-mail]
Sue,
Here is the same information on the Resort Core.
Thanks,
Will
William R. Buie, P.E.
Project Manager/Principal
WGLA Engineering, PLLC
7245 th Avenue West
Hendersonville, NC 28739
828-687-7177 ext 302
www.wgia.com
1

WGLA Engineering, PLLC
7245 1h Avenue West
Hendersonville, NC 28739
[phone] wgla.com
January 14, 2019
Ms. Annett Lucas, P.E.
Stormwater Program Supervisor
NCDEQ— Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
RE: High Hampton — Resort Core
Jackson County, NC
Post Construction Stormwater Submittal
W G LA# 14170
Dear Ms. Lucas:
Please find enclosed the submittal for post construction stormwater permitting for the Resort Core
area in the High Hampton Community in Jackson County, NC. This is a high density project located in
a Tr+ waters, so post construction stormwater management is required.
With this letter, please find enclosed two copies of the stormwater management plans, supporting
calculations and narrative, completed permit application and signed operation and maintenance
agreement. Also, I have enclosed a CD with PDF files with all this information.
If you have any questions about this submittal or if you need more information, don't hesitate to
contact our office.
Sincerely,
WGLA Engineering, PLLC
William R. Buie, P.E.
C I V I L E N G I N E E R S & L A N D P L A N N E R S

`TSP PROPOSED OUTLET #1
W/ FES AND OUTLET
PROTECTION
TR .�
EXISTING STREAM (TYP.)
♦
EXISTING 25' STREAM
BUFFER (TYP.)
♦
♦
♦
♦
♦
♦ O
♦
PROPOSED STORM
DRAINAGE PIPING (TYP.)��♦
♦
♦
PROPOSED OCS #9 \
HN
PROPOSED BIO -RETENTION -
CELL RC #1 (SEE SHEET C-301'
FOR ADDITIONAL DETAILS)
PROPOSED
TENNIS COURTS
z I
n
= PROPOSED PERMANENT
VEGETATED SWALE #3
INTO FOREBAY
J
z
EXISTING HIGH
HAMPTON ENTRANCE
FUTURE
GOLF
v
PROPOSED OTCB #8
PROPOSED STORM PROPOSED OTCB #7
DRAINAGE (TYP.)
0
'r
o �• I
CAS EH RS
LAKE /
FUTURE GOLF
HAMPTON
EON \ �• \ \ \ \ \
PROPOSED PERMANENT STORMWATER CHECK DAM #8-
- _ _ _^�' �,, \ \ \ • ' �� PROPOSED PERMANENT
VEGETATED TREATMENT \
\ \ \ ' • \ SWALE #8 \
PROPOSED OTCB #10
LOCATION MAP -_ -
PROPOSED PERMANENT STORMWATER CHECK DAM #7
N.T.S. - -
PROPOSED 20 LF OF 15" HDPE CROSS PIPE PROPOSED PERMANENT -
VEGETATED TREATMENT
BENEATH SIDEWALK W/ FES ON BOTH ENDS SWALE #7
PROPOSED PERMANENT
VEGETATED TREATMENT SWALE #6 '
I
PROPOSED 20 LF OF 15" HDPE CROSS PIPE
BENEATH SIDEWALK W/ FES ON BOTH ENDS
0
PROPOSED PERMANENT STORMWATER CHECK DAM #6 00 $ /
PROPOSED OTCB #1 J
G -
/\ _ Now FUTURE BUILDING -
'A:
EXISTING BUILDING
(TO BE RENOVATED)
\A\GN N
PMP
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
240
PROPOSED TENNIS
PAVILION
PAD LOCATION R
PROPOSED OTCB #5
PROPOSED PERMANENT
F � VEGETATED SWALE #4 � � I � �I I I � Iof
1 PROPOSED I \
PROPOSED
OTCB #3
OTCB #2
/ PROPOSED PERMANENT PROPOSED BIO -RETENTION I
/ B VEGETATED SWALE #5 CELL RC #2 (SEE SHEET C-301
FOR ADDITIONAL DETAILS)
PROPOSED
OTCB #6
EXISTING GENERAL
STORE (TO BE
RENOVATED)
X46 �
\_
PROPOSED OTCB #13
;�
FUTURE BUILDINGS
PROPOSED OUTLET #3 W/FES
PROPOSED OTCB #4
\ 1
\ \ \ \ I < \ \
1
STRUCTURE TABLE
PIPING
CHART
STRUCTURE
TOP ELEV.
INV. ELEV.
DEPTH
TYPE
1
3461.0'
3457.0'
4.0'
OTCB
2
3455.0'
3451.0'
4.0'
OTCB
3
3455.0'
3450.0'
5.0'
OTCB
4
3458.0'
3454.0'
4.0'
OTCB
5
3452.0'
3448.0'
4.0'
OTCB
6
3455.5'
3451.5'
4.0'
OTCB
7
3450.0'
3446.0'
4.0'
OTCB
8
3446.5'
3442.0'
4.5'
OTCB
9
3447.0'
3442.5'
4.5'
OCS*
103464.8'
G
3460.8'
4.0'
OTCB
11
3464.0'
3460.0'
4.0'
OTCB
12
3461.0'
3456.0'
5.0'
OCS*
13
3449.0'
3444.0'
5.0'
OTCB
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
240
PROPOSED TENNIS
PAVILION
PAD LOCATION R
PROPOSED OTCB #5
PROPOSED PERMANENT
F � VEGETATED SWALE #4 � � I � �I I I � Iof
1 PROPOSED I \
PROPOSED
OTCB #3
OTCB #2
/ PROPOSED PERMANENT PROPOSED BIO -RETENTION I
/ B VEGETATED SWALE #5 CELL RC #2 (SEE SHEET C-301
FOR ADDITIONAL DETAILS)
PROPOSED
OTCB #6
EXISTING GENERAL
STORE (TO BE
RENOVATED)
X46 �
\_
PROPOSED OTCB #13
;�
FUTURE BUILDINGS
PROPOSED OUTLET #3 W/FES
PROPOSED OTCB #4
\ 1
\ \ \ \ I < \ \
1
OUTLET TABLE
OUTLET INV. ELEV. END TREATMENT
1 FES
2 FES
3 FES
� LEGEND
PROPOSED STORM DRAINAGE
PROPOSED BIO -RETENTION CELL ARRRF\/IATinN I FrFNn
PROPOSED TREATMENT SWALE
Ire PROPOSED OUTLET #2
W/FES
PROPOSED PERMANENT\\
VEGETATED SWALE #10
W/ STABILIZED OUTLET
PROPOSED OTCB #110000 000
\-PROPOSED PERMANENT
VEGETATED TREATMENT
SWALE #9
PROPOSED PERMANENT
STORMWATER CHECK DAM #9
/
.L , �Cv"
/ PROJECT SUMMARY
\/ PROJECT NAME: HIGH HAMPTON RESORT CORE
FES = FLARED END SECTION
OCS = OUTLET CONTROL STRUCTURE
OTCB = OPEN THROAT CATCH BASIN
(WT) = WATER TIGHT JOINTS
PIN #
DB/PG:
OWNER
PHYSICAL ADDRESS:
MAILING ADDRESS:
PLANNERS
ENGINEER
7581-28-1690
2191/1498
HIGH HAMPTON LAND, INC.
1525 HWY 107 SOUTH
CASHIERS NC
DANIEL COMMUNITIES CONTROLLER
3104 BLUE LAKE ROAD
SUITE 200
BIRMINGHAM AL 35243
HART HOWERTON
10 EAST 40TH STREET
NEW YORK, NY 10016
212-683-5631
WILLIAM R. BUIE, P.E.
WGLA ENGINEERING, PLLC
724 5TH AVENUE WEST
HENDERSONVILLE, NC 28739
NOTES:
1. SURVEY INFORMATION PROVIDED BY:
SYLVESTER & COMPANY, P.A.
P.O. BOX. 1596, CASHIERS, NC 28717
[phone]
2.) ALL HDPE STORM DRAINAGE PIPE SHALL BE SMOOTH WALL INTERIOR, BELL &
SPIGOT WITH SOIL TIGHT JOINTS UNLESS OTHERWISE NOTED.
3.) FLARED END SECTION MATERIAL SHALL MATCH PIPE MATERIAL.
4.) SEE JACKSON COUNTY APPROVED EROSION CONTROL PLANS FOR EROSION
CONTROL DETAILS.
WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Resort Core
Phase 1
Cashiers Township
Jackson County
North Carolina
_ ° 07CO3F&f�746148D... _
o
oo 22989 0
�Jo.
000<.`�\
4/AM\�\4/2019
REVISIONS
DATE DESCRIPTION
8/15/18 50% CD Drawings
11/15/18 SITE REVISION
•
• 0
a�
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18133
DATE: 5/18
DRAWN BY: KHC
CHECKED BY: TWT
STORMWATER
PLAN
C-300
SCALE: 1 "=60'
PIPING
CHART
SEGMENT
FROM
TO
LENGTH
LF SLOPE (%L
SIZE
MATERIAL
A
1
2
227
2.64
15"
HDPE
B
2
3
117
0.85
15"
HDPE
C
4
3
120
3.33
15"
-
HDPE
Q
3
5
165
1.21
18"
HDPE
E
6
5
132
2.65
15"
HDPE
F
5
7
94
2.13
18"
HDPE
G
7
8
223
1.79
24"
HDPE
H
9
8
34
1.47
18"
HDPE WT
1
8
OUTLET #1
329
0.76
30"
HDPE
J
10
11
96
0.83
18"
HDPE
K
11
215
0.47
18"
HDPE
L
12
13
91
13.19
18"
HDPE WT
M
13
U L
148
2.70
18"
HDPE
OUTLET TABLE
OUTLET INV. ELEV. END TREATMENT
1 FES
2 FES
3 FES
� LEGEND
PROPOSED STORM DRAINAGE
PROPOSED BIO -RETENTION CELL ARRRF\/IATinN I FrFNn
PROPOSED TREATMENT SWALE
Ire PROPOSED OUTLET #2
W/FES
PROPOSED PERMANENT\\
VEGETATED SWALE #10
W/ STABILIZED OUTLET
PROPOSED OTCB #110000 000
\-PROPOSED PERMANENT
VEGETATED TREATMENT
SWALE #9
PROPOSED PERMANENT
STORMWATER CHECK DAM #9
/
.L , �Cv"
/ PROJECT SUMMARY
\/ PROJECT NAME: HIGH HAMPTON RESORT CORE
FES = FLARED END SECTION
OCS = OUTLET CONTROL STRUCTURE
OTCB = OPEN THROAT CATCH BASIN
(WT) = WATER TIGHT JOINTS
PIN #
DB/PG:
OWNER
PHYSICAL ADDRESS:
MAILING ADDRESS:
PLANNERS
ENGINEER
7581-28-1690
2191/1498
HIGH HAMPTON LAND, INC.
1525 HWY 107 SOUTH
CASHIERS NC
DANIEL COMMUNITIES CONTROLLER
3104 BLUE LAKE ROAD
SUITE 200
BIRMINGHAM AL 35243
HART HOWERTON
10 EAST 40TH STREET
NEW YORK, NY 10016
212-683-5631
WILLIAM R. BUIE, P.E.
WGLA ENGINEERING, PLLC
724 5TH AVENUE WEST
HENDERSONVILLE, NC 28739
NOTES:
1. SURVEY INFORMATION PROVIDED BY:
SYLVESTER & COMPANY, P.A.
P.O. BOX. 1596, CASHIERS, NC 28717
[phone]
2.) ALL HDPE STORM DRAINAGE PIPE SHALL BE SMOOTH WALL INTERIOR, BELL &
SPIGOT WITH SOIL TIGHT JOINTS UNLESS OTHERWISE NOTED.
3.) FLARED END SECTION MATERIAL SHALL MATCH PIPE MATERIAL.
4.) SEE JACKSON COUNTY APPROVED EROSION CONTROL PLANS FOR EROSION
CONTROL DETAILS.
WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Resort Core
Phase 1
Cashiers Township
Jackson County
North Carolina
_ ° 07CO3F&f�746148D... _
o
oo 22989 0
�Jo.
000<.`�\
4/AM\�\4/2019
REVISIONS
DATE DESCRIPTION
8/15/18 50% CD Drawings
11/15/18 SITE REVISION
•
• 0
a�
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18133
DATE: 5/18
DRAWN BY: KHC
CHECKED BY: TWT
STORMWATER
PLAN
C-300
SCALE: 1 "=60'

12" HIGH RIP RAP ENERGY
& VELOCITY DISPATCHER
W/ FILTER STONE
PROPOSED VEGETATED—/
SWALE #3 INTO
FOREBAY #1
PROPOSED 9" d50 STONE RIP—RAP
EXTEND STONE TO ELEV. 3447.50'
PROPOSED FOREBAY #1
SCALE 1" = 10'
PROPOSED 4" PVC/SCH 40
CLEANOUT (TYP.) (6 TOTAL)
PROPOSED
FOREBAY #1
I
PROPOSED 4" SLOTTED PVC/SCH A
UNDERDRAIN (TYP.) (210 LF TOTAL
A7X X X \
X X
2 X X
J'• X
X
x X x X
X X x X X X
x X x X X X
x x x x x
X= k x x X a6Q LF k X X k x k X X X x x X X
k k t `� X X X k X k �k X X X X X k
k X X X X k X k
X
x X k X x X X X _60 LF k k k 10 xLF X X k
X X X���i�yrTc k rR. k �rk ,• k�
X X X X X X X X
x X X x X X X X X X k X X X k 10 LF I x LF x X k
X X_ 60 L_Fx X X X X X X X
X X x X X X X X
XXXXXXXXxXxxXxXxXXX
x x X x X x
3:1 1
.....QED VEGETATED
SWALE #3 INTO FOREBAY #1
PROPOSED STORMWATER
BIO—RETENTION CELL RC #1
SCALE 1 " = 20'
PROPOSED OC
PROPOSED
STORM DRAIN
DISCHARGE LINE
0 •
41 AV
PROPOSED OTCB #8
AV
it
CAPPED CLEAN OUT PIPE
TOP ELEV. = "B"
12" HIGH RIP—RAP ENERGY & VELOCITY (SEE BIO—CELL PLAN FOR LOCATIONS)
DISSIPATER WITH FILTER STONE 9" OPENING
TOP ELEV. = "B" WATER QUALITY " » (INSTALL TRASH RACK/SCREEN
PONDING ELEV. = B ON OPENINGS) ELEV. _ "A"
FILTER BLANKET TOP OF SOD CELL
(BOTTOM OF FINISHED TOP OF OCS #9 (OVERFLOW 10'•
RIP RAP OUTLET PROTECTION CELL) ELEV = 'C" STRUCTURE) W/ MANHOLE
ENERGY DISSIPATING DEVICE WATER QUALITY RING FLUSH ND LIDPRECAST
SWALE #3 (9" RIP RAP) 12" PONDIN III=III
INV. ELEV. _ "c" _111111— IF I=III III—III
o �IIIIII111111 III
-III III III III -III
ELEV.=
FILTER FABRIC
NO MECHANICAL COMPACTION
DO NOT MECHANICALLY COMPACT,
WATER OR WALK ON AS PLACED—
•
36" MIN. LAYER OF
SOIL MEDIA
18"
\ / WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
' PROPOSED 4" SLOTTED PVC/SCH 40 [phone]
J UNDERDRAIN (TYP.) (146 LF TOTAL) WGLA.COM
NC LICENSE P-1342
PROPOSED 4" PVC/SCH 40----
CLEANOUT
0----CLEANOUT (TYP.) (2 TOTAL)
PROPOSED CONCRETE DRIVE♦F r.�16 LF +�>
. + �5 LF . 82 LF
PROPOSED OCS #12 3:1
kC0_?
PROPOSED STORM DRAIN o
DISCHARGE LINE �o
DIRECTION OF •
SLOPEso
•BELOW
MAP
--�,. PIPE
LINE UPSTREAM SIDE OF
=--�-_,
t�ts� • FILTER WITH -
t`LAYER OF •
\-- 9" d50 STONE (RIP RAP)
RIP RAP ENERGY & VELOCITY
DISSIPATER SECTION
"FILTER STONE'
NOT TO SCALE
BERM
TOP ELEV. = "F"
PROPOSED
PLUG W/ORIFICE
DRILLED IN CAP ELEV.= E to 18" HDPE TO OCS #8
(WTJ) STORM
DRAIN LINE
1-111-11111 111777-1111
WATER TABLE INVERT OF OTCB
UNDERDRAIN SLOTTED PVC/SCH-40 (INTERIOR BOX)
(SEE BIO—CELL PLAN FOR SIZE, LENGTH AND LOCATION) ELEV. _ 'H""
BIO—RETENTION CELL RC #1 CROSS—SECTION
NOT TO SCALE
CAPPED CLEAN OUT PIPE
TOP ELEV. = "B"
(SEE BIO—CELL PLAN FOR LOCATIONS)
PROPOSED STORMWATER
BIO—RETENTION CELL RC #2
SCALE 1" = 20'
9" RIP RAP (SEE RIP RAP AS NOTED
ENERGY & VELOCITY DISSIPATER ON PLAN
SECTION FOR ADDITIONAL DETAILS) (SHEET C-402)
BIO—RETENTION CELL FOREBAY WEIR SECTION
N.T.S.
26' Ll Ll
IIIIIIIIII II 3 1 1 —��������-
20'
9" RIP RAP (SEE RIP RAP
ENERGY & VELOCITY DISSIPATER
SECTION FOR ADDITIONAL DETAILS)
BIO—RETENTION CELL EMERGENCY SPILLWAY SECTION
N.T.S.
/t"
MEDIA MIX
THE MEDIA SHOULD BE COMPOSED OF A
HOMOGENOUS MIX OF THE FOLLOWING:
a. 75-85% MEDIUM TO COURSE WASHED
SAND
b. 8-15% FINES (SILT AND CLAY); AND
c. 5-10% ORGANIC MATTER (SUCH AS PINE
BARK FINES)
MINIMUM MEDIA DEPTH
ALL CELLS WITH TREES AND SHRUBS:
36 INCHES
CELLS WITHOUT TREES AND SHRUBS:
WITH NO IWS: 24 INCHES
WITH IWS: 30 INCHES
MEDIA P—INDEX
LESS THAN 30 IN NSW WATERS
LESS THAN 50 ELSEWHERE
MEDIA MAINTENANCE
MAINTAIN MEDIA SUCH THAT INFILTRATION
RATE IS AT LEAST 1 IN/HR
310—RETENTION CELL
CELL
ELEV. "A"
ELEV. "B"
ELEV. "C"
ELEV. "D"
ELEV. "E"
ELEV. "F"
ELEV. .>H»
# OF
CLEANOUTS
Wq VOLUME
REQUIRED
Wq VOLUME
PROVIDED
OUTLET CONTROL
ORIFICE
1
3447.0'
3447.0'
3446.0'
3445.0'
3444.5'
3448.0'
3442.5'
4
3,162
3,354
7/8"o
2
3461.0'
3461.0'
3460.25'
N/A
3458.75'
3462.0'
3456.0'
2
706
1,000
7/16"0
WATER QUALITY 9" OPENING
PONDING ELEV. = B (INSTALL TRASH RACK/SCREEN
ON OPENINGS) ELEV. _ "A" BERM
TOP OF SOD CELL TOP ELEV. _ "F"
(BOTTOM OF FINISHED TOP OF OCS #12 (OVERFLOW 15'
CELL) ELEV = "C" STRUCTURE) W/ MANHOLE
RING AND LID PRECAST
9" WATE FLUSH INTO TOP _
QUALITY III III I
PONDING II IIIIIII
__ � , � I1 I I III III—III1 I I1 1I
11=1 -- — — — — — — — — — — —— o — ----- — — �� IIIIII111111—III IIIIIIIII=III
—IIIIIII=1=1 IIIIII=1=1=1=1—I
�—III—III—IIIIIII fIIIIIIIIIIIIIIII
—IIIIIIIIIIIII—IIIIII—IIIIIIIIIIII—IIII I
—I � II � I II � I—I � II � II I I I I IIIIIIIIIIIIIIIIIIIIIII I I
189' I � II � II � II � I I S IIII—IIIIIIIIIIII—IIIIII—III I
I �—I � II � I I � I � I—I � II � II I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIII I
—III 36" SOIL MEDIA IIIIIIIII—IIIIIIIIIIII—IIIIIIIIIIII—I I
—I � II � I I III IIII � II I I I A—III IIIIIIIIII � I IIIIIIIIIIIIIIII I I
4' LAYER OF = —III IIIIIIIII—III III � —IIIIIIIII � —IIIIII � � —
WASHED SAND = 11=III 1=1 1=1 11 11 II 11 11 11 11IIIIIIIIIIIIIIIIIII
—1 III-IIIIIIIII III-III-IIIIII-IIIIII-IIIIII-IIIIII-III-
FILTER FABRIC
8" LAYER OF
#57 STONE
—
=IIIIIIIIIIII=III IIIIIIIIIIIIIIIIII—III- II 11-111— IIIIII=1111 III=III III111_111 III—III=
11=III III III III—III III I
11=111=11 =11I 11 R i 1 SI11 s-1
_I—II III—III—I 12' MIN. DISTANCE -III
=1111 III 1111111 III III III III 11 11 11 III TO WATER TABLE 11 I 1=1
III IIIIII—III III III III III IIII WATER TABLE1i III -1111 III III—IIIIIIIIII—III1 VIII I-
_
UNDERDRAIN SLOTTED PVC/SCH-40
NO MECHANICAL COMPACTION (SEE BIO—CELL PLAN FOR SIZE, LENGTH AND LOCATION)
DO NOT MECHANICALLY COMPACT,
WATER OR WALK ON AS PLACED 1310—RETENTION CELL RC ,#2 CROSS—SECTION
NOT TO SCALE
PLUG W/ORIFICE PROPOSED
DRILLED IN CAP ELEV.= "E' 18" HDPE
TO OTCB #13
DRAIN LINE
=77-1 1 I777 I 1 177 i 17'=_M7-=- —1 nor,- ,� �—
=1 I I1 I I=1111 I I=1111 I I1 V I I I=1111 I I=111=111=1111 I I=111=111=111=
INVERT OF OTCB
(INTERIOR OF BOX)
ELEV. = "H"
NOTES:
1.) OVERFLOW STRUCTURE SHALL HAVE STANDARD STEPS, 16" ON CENTER PRECAST INTO BOX DIRECTLY BELOW MANHOLE
ACCESS AND NOT LOCATED ON SIDE OF BOX THAT HAS AN ORIFICE OR THE OUTLET PIPE.
2.) IN—SITU SOIL MUST NOT BE COMPACTED BY EQUIPMENT.
3.) CELL BOTTOM SHOULD BE SCARIFIED PRIOR TO CELL MATERIAL INSTALLATION TO PROMOTE INFILTRATION.
4.) THE MAXIMUM SIDE SLOPES FOR THE INSIDE OF THE BIO—RETENTION CELL SHALL BE 3:1. (ELEVATION "F" TO ELEVATION "C")
5.) BIO—RETECTION CELL SHALL BE SODED W/A NON—CLUMPING TYPE OF SOD (SEEDING WILL NOT BE ACCEPTABLE).
6.) HDPE PIPING LEAVING OCS SHALL HAVE WATER TIGHT JOINTS.
7.) OCS #11 SHALL BE A MIN. OF 4'x4' PRECAST CONCRETE BOX. OCS #12 SHALL BE A MIN OF 5'X5' PRECAST CONCRETE BOX.
KNOCK OUT PANELS (WAFFER BOX) SHALL NOT BE ACCEPTABLE. A MANHOLE RING AND LID SHALL BE PRECAST FLUSH INTO TOP
OF LID.
8.) SOIL MEDIA SHALL EXTEND BENEATH THE ENERGY DISSIPATING DEVICE (FOREBAY) INSIDE BIO—CELL.
9.) TRASH RACK SHALL EXTEND FROM INVERT OF OCS OPENING WEIR TO INVERT OF TOP. TRASH RACK SHALL NOT HAVE ANY
OPENINGS GREATER THAN 5j" IN ANY DIRECTION AND SHALL BE MADE OUT OF A NON—CORROSIVE METAL MATERIAL W/A MIN 1"0
(REBAR IS NOT ACCEPTABLE).
10.) THE BIO—RETENTION CELL MEDIA SHALL BE MAINTAINED IN A MANNER THAT RESULTS IN A
DRAWDOWN OF AT LEAST ONE INCH PER HOUR AT THE PLANTING SURFACE.
11.) COORDINATE WITH LANDSCAPE ARCHITECTURE PLANS FOR DETAILS ON FACING OF OCS AND STORM DRAINAGE TOPS. ALSO
COORDINATE FOR TREATMENT OF FOREBAYS.
CONSTRUCTION SEQUENCE:
1.) DO NOT ALLOW FLOW INTO BIO—RETENTION CELL UNTIL SITE
IS STABILIZED. (PAVED / GRASS)
2.) CLEAN OUT CELL IF USED AS A SEDIMENT BASIN DURING
CONSTRUCTION.
3.) INSTALL 8" LAYER OF STONE, UNDERDRAINS.
4.) INSTALL FILTER FABRIC, 4" WASHED SAND AND SOIL MEDIA.
5.) INSTALL SOD IN ENTIRE CELL.
High Hampton
Resort Core
Phase 1
Cashiers Township
Jackson County
North Carolina
In �o
o
oo
<
o
NG I NE��'
/AM R•
101111 illk/14/2019
REVISIONS
DATE DESCRIPTION
11/01/18 STORMWATER SUBMITTAL
11-13-18 PLAN REVISION
•
•
a�
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18133
DATE: 7/18
DRAWN BY: KHC
CHECKED BY: TWT
STORM DRAINAGE
DETAILS
C-301
SCALE: AS NOTED ON PLAN

MIN. COVER TO
RIGID PAVEMENT, H
6"
SPRINGLINE
4" FOR 12"-24" PIPE
6" FOR 30"-60" PIPE
MIN. TRENCH WIDTH
(SEE TABLE)
FINAL
BACKFILL
MIN, COVER TO
FLEXIBLE PAVEMENT, H
if
INITIAL
BACKFILL
HAUNCH
BEDDING
SUITABLE
F❑UNDATI❑N
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321,
"STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC
PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO
BACKFILL MATERIAL, WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR
SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH
SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND
AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE
STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR
SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.
UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS
SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60"
(750mm-900mm).
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE
ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR
SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.
MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS
OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE.
ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC
APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF
COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM
OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
RECOMMENDED MINIMUM TRENCH WIDTHS
PIPE DIAM.
MIN. TRENCH WIDTH
4”
21"
6"
23"
8"
26"
10"
28"
12"
30"
15"
34"
18"
39"
24"
48"
30"
56"
36"
64"
42"
72"
48"
80"
54"
88"
60"
96"
MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADING CONDITIONS
VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
MINIMUM RECOMMENDED COVER BASED
ON RAILWAY LOADING CONDITIONS
PIPE DIAM.
SURFACE LIVE LOADING CONDITION
PIPE DIAM.
H-25
HEAVY CONSTRUCTION
(75T AXLE LOAD)
12" - 48"
12"
48"
54" - 60"
24"
60"
VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
MINIMUM RECOMMENDED COVER BASED
ON RAILWAY LOADING CONDITIONS
PIPE DIAM.
COOPER
E-80**
UP TO 24"
24"
30"-36"
36"
42"-60"
48"
** COVER IS MEASURED FROM TOP OF. TD BOTTOM
OF RAILWAY TIE.
*** E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE
TO ASTM F 2306 PIPE.
TYPICAL HDPE STORM DRAINAGE TRENCH DETAIL
NOT TO SCALE
MANHOLE RING & COVER
CULVERT
PIER (TYP.)
INSTALL MANHOLE RING &
COVER IN TOP OF OTCB
WGLA ENGINEERING, PLLC
CONCRETE COVER
TOP ELEV. AS NOTED
724 5th AVENUE WEST
ON PLANS
HENDERSONVILLE, NC 28739
PIER
[phone]
FLOW
6" OPENING
FLOW
WGLA.COM
NC LICENSE P-1342
VARIES
REINFORCED
PROPOSED STEPS
PRECAST BOX WITH
12" C–C MIN.
KNOCKOUT PANELS
16" C–C MAX.
(TYP.)
CULVERT
INV. ELEV. 0
°o°o°o°o
High Hampton
AS NOTED
000°0°
o 0 0 0 0 0 0 0
—
—
6" MIN
ON PLANS
I = 8" PRECAST CONC. BASE
Resort
Core
#57 STONE
COMPACTED_,
WELL COMPACTED
SUBGRADE
Phase 1
TEEN
T �.T STC H �,.II,
VITH
1,1„1H OST
NOT TO SCALE
SEED,
AND LINE WITH NORTH AMERICAN
GREEN C125 OR APPROVED EQUAL
TREATMENT SWALE SECTION
N.T.S.
SEE PERMANENT
12" SWALE DETAIL 12"�y�,
3;1 6
PERMANENT 1Z I SEE
VEGETATED SWALE PERMANENT
SWALE DETAIL
3" RAILROAD BALLAST
24"
---J - -" TOP OF SWALE
poo
4 BOTTOM
12' OF SWALE
48 FILTER FABRIC
PERMANENT STORMWATER STONE CHECK DAM
N.T.S.
Cashiers Township
Jackson County
North Carolina
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o op
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14 0000GIN`E�.000,1§
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01111111 /2019
REVISIONS
DATE DESCRIPTION
11/01/18 STORMWATER SUBMITTAL
11-13-18 PLAN REVISION
a
0
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18133
DATE: 7/18
DRAWN BY: KHC
CHECKED BY: TWT
STORM DRAINAGE
DETAILS
C-302
SCALE: AS NOTED ON PLAN

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forst may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, Ietters, operation and maintenance agreements, etc.):
High Hampton Resort Core
2. Location of Project (street address):
High Hampton Drive
City: Cashiers Township County:Tackson Zip:28717
3. Directions to project (from nearest major intersection):
From the intersection of US 64 and NC 107 in Cashiers proceed south along NC 107 for approximately 0 6
miles to High Hampton Drive. Turn left on High Hampton Drive.. Site is located along High Hampton Drive
4. Latitude:35° 05' 57" N Longitude:83° 04' 57" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number ,its issue date (if known) ,and the status of
construction: ❑Not Started ❑Partially Completed* ❑Completed* '�proz�ide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. 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):
❑LAMA Major
❑NPDES Industrial Stormwater
❑Sedimentation/Erosion Control: _
❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Farm SWU-101 Version 07Jun2010 Page 1 of 6
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: 11 Coastal SW -1995
(select all tJTat apply) ❑Non -Coastal
❑ Other WQ M
❑Coastal SW - 2008 ❑ Ph II -Post Consh•uction
SW- HQW/ORW Waters ❑Universal Stormwater Management Plan
mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forst may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, Ietters, operation and maintenance agreements, etc.):
High Hampton Resort Core
2. Location of Project (street address):
High Hampton Drive
City: Cashiers Township County:Tackson Zip:28717
3. Directions to project (from nearest major intersection):
From the intersection of US 64 and NC 107 in Cashiers proceed south along NC 107 for approximately 0 6
miles to High Hampton Drive. Turn left on High Hampton Drive.. Site is located along High Hampton Drive
4. Latitude:35° 05' 57" N Longitude:83° 04' 57" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number ,its issue date (if known) ,and the status of
construction: ❑Not Started ❑Partially Completed* ❑Completed* '�proz�ide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. 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):
❑LAMA Major
❑NPDES Industrial Stormwater
❑Sedimentation/Erosion Control: _
❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Farm SWU-101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant /Signing Official's name and title (specifically the developer, property owner, lessee,
designated govenunent official, individual, etc. who owns the project):
Applicant/Organization: High Hampton Resort, LLC
Signing Official &Title: Owen Schultz, Vice President
b. Contact information for person listed in item 1a above:
Street Address:_ 1525 Hwy 107 South
City: Cashiers
Mailing Address (if npplicable):
City:
Phone:
Email: oschultzCQ3danielcommunities.com
State: NC Zip: 28717
State:
Fax:
Zip:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser's (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organizationsame as above
Signing Official &Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone:
State: Zip:,
State:
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's consh•uction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:William R. Buie, PE
Signing Official &Title: Consulting Engineer
b. Contact information for person listed in item 3a above:
Mailing Address:724 5TH Avenue West
City: Hendersonville
Phone: _(828 ) 687-7177 EXT. 302
Email:wbuieQwgla.com
4. Local jurisdiction for building permits: Jackson County
State: NC Zip: 28739
Fax:
Point of Contact: Tony Eiders Phone #: (828 ) 745-6850
Form SWLJ-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
stormwater fiom
the
proposed
reloceted
road
will
discharge
into
heatment
swales.The
new
tennis courts
and
proposed parking
lot
located on the northeastern side of side
will
be discharged
into bio -retention cells.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific
Develot PlDTM
pmenan or
l
❑ Valid Building Permit
❑ Other:
ApprovaDate:
Issued Date:
Date:
b.If claiming vested rights, identify the regulations) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II -Post Construction
3. stormwater runoff from this project drains to the Savannah River basin.
4. Total Property Area: 49.29 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) =Total Project
Area+:49.29 acres
Total project Wren s)tnll be calculated to exclude the follozviltg: the norlunl pool of intpotntded strltchrres, the Wren
betzveert the bnnlcs of strennls nitd rivers, the Wren below the Nortltnl Hi h Water (NHV1>) line or Memt High TNnter
(MIS line, nitd constnl zvetlnnds Inndzvnrd front the NHW (or MH1� line. T71e resttltntzt project Wren is used to
calculate overall percent built upon Wren (B LIA). Non-constnl zvetlnitds Inndzvnrd of the NHiN (or MHIM line may
be irtchtded in the total project Wren.
8. Project percent of impervious area: (Total Impervious Area /Total Project Area) X 100 =15.2
9. How many drainage areas does the project have?1 (For high densifij, count 1 for each proposed engineered
stormwater BMP. For low deltsifij and other projects, use 1 for the whole properhj Wren)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Draina e Area 1 Draina e Area 2 Draina e Area 3 Draina e Area 4
Receiving Stream Name Fowler Creek
Sheam Class * C; Tr:+
Stream Index Number * 3-1-(2)
Total Drainage Area (sf) 2,146,927
On site Drainage Area (sf) 2,146,927
Off-site Drainage Area (sf) 0
Pro osed Im ervious Area** s 326,278
Im ervious Area** total 15.2
Im ervious' Surface Area Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area 4
On-site Buildings/Lots (sf) 31,226
On-site Streets (sf) 16,360
On-site Parking (sf) 11,108
On-site Sidewalks (sf) 142,697
Other on-site (sf) 25,566
Future (sf) 10,750
Off-site (sf) 0
Existing BUA*** (sf) 88,571
Total (sf): 326,278
* Sfiennt Class mtd Index Ntnnber cmt be determined nt: http://portal.ncdenr.orwfweb/wq[ps/csu/clnssi cations
*'� 71n ervious Wren is defined ns the built ttpott Wren inclltdiltg, blit ltot hlltifed to, buildings, roads, pnrlcing Wrens,
sidewalks, gravel Wrens, etc.
Form SWU-101 Version 07Jun2010 Page 3 of 6
Im ervious' Surface Area Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area 4
On-site Buildings/Lots (sf) 31,226
On-site Streets (sf) 16,360
On-site Parking (sf) 11,108
On-site Sidewalks (sf) 142,697
Other on-site (sf) 25,566
Future (sf) 10,750
Off-site (sf) 0
Existing BUA*** (sf) 88,571
Total (sf): 326,278
* Sfiennt Class mtd Index Ntnnber cmt be determined nt: http://portal.ncdenr.orwfweb/wq[ps/csu/clnssi cations
*'� 71n ervious Wren is defined ns the built ttpott Wren inclltdiltg, blit ltot hlltifed to, buildings, roads, pnrlcing Wrens,
sidewalks, gravel Wrens, etc.
Form SWU-101 Version 07Jun2010 Page 3 of 6
* Sfiennt Class mtd Index Ntnnber cmt be determined nt: http://portal.ncdenr.orwfweb/wq[ps/csu/clnssi cations
*'� 71n ervious Wren is defined ns the built ttpott Wren inclltdiltg, blit ltot hlltifed to, buildings, roads, pnrlcing Wrens,
sidewalks, gravel Wrens, etc.
Form SWU-101 Version 07Jun2010 Page 3 of 6

***Report only tlrnt nnrorrnt of existing BlIA tJrnt will rerrrniu after developnreut. Do not report nrr� existing BUA that
is to be removed and zulriclr will be replaced b� new BUA.
11. How was the off-site impervious area listed above determined? Provide documentation. Survey
Proiects in Union County: Contact DWQ Cenh•al Office staff to check if the project is located within a Threatened &
Endangered Species watershed drat »ray be srrbject to more stringent stor•nnvater rec?uirenrents as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org web/wq/ws/su/bmp-manual.
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. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office maybe
found by locating project on the interactive online map at http://portal.ncdenr.org[web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original mrd one copy of the stormwater Management Permit Application Form. �_
2. Original and one copy of the signed and notarized Deed Restrictions &Protective Covenants NIS►
Form. (if required ns per Pnrt VII below)
3. Original of the applicable Supplement Forms) (sealed, signed and datedl and O&M
agreements) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http:f /www.envhelp.org/pales/onestopexpress.hfrnl for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional uiformation and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving sheam is reported as class SA or the tl�1� �
receiving stream drains to class SA waters within 1/z mile of the site boundary, include the 1/2
mile radius on the map. � �n
7. Sealed, signed and dated calculations. '1J`tJ �
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, &dated), including: `.
a. Development/Project name.
b. Engineer and firm.
c. Location map with named sheets and NCSR mmlbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded shuctures, the banks of streams and rivers, the MHW or NHW Line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
shuctures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings &distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (incIuduig off-site), drainage easements, pipe sizes, runoff calculations.
Form SWLJ-101 Version 07Jun2010 Page 4 of 6

9.
10.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to suzbnzittal, [phone].) LIM
A copy of the most current property deed. Deed book: 2191 Page No: 1498
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For aII subdivisions, outparcels, and future development, the appropriate property reshictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, itis the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signatures) below, the permit holders) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this secti
on if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: William R. Buie, PE
Consulting Firm: WGLA Engineering, PLLC
Maili
ng Address: 724 5TH Avenue West
City: Hendersonville State: NC Zip: 28739
Phone: (828 ) 687-7177 EXT. 302 Fax: ( )
Email: wbuie©wgla.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact InfoYznation, item 2 has been filled Duct, complete this
section)
(print
I,
or type zzmne of person listed in Contact buforzuzation, item 2n) ,certify that I
own the property identified in this permit application, and thus give permission to (print oY hjpe zzanze of person
listed in Contact Information, item 1a) with (print or hjpe name of organization listed in
Contact hufornzation, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form S WU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves flleir company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, , a Notary Public for the State of ,County of
do hereby certify that personally appeared
before me this _ day of r , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or time name of person listed in Contact bTfor-rnation, item 1a) Owen Sc)ndtz
certify that the information included on this permit application foam is, to the best of my knowledge, correct and
that the project will be conshucted 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 the
applicable stormwater rules�unnder 15A NCAC 2H .1000, SL 2006-246 (Ph. II -Post Construction) or SL 2008-211.
Signature: �cU� � V/ • �C�u(,GZ l�� Date:_ �( JAN ?l� I i
I, � W h �Z- 1; �y n e , a Notary Public for(the State of (� o �'71. �Syb � � ti `•` ,County of
SSC�Sah , do hereby certify that �w�h %�, sC1�e-..(.`(Z r �� personaIly appeared
Uefore me this �, day of Sq,r�c.`o�/� � f , � I `� ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and
►� Es
SEALS �pµMtss�a+��
U
My
Form SWU-101 Version 07Jun2010 Page 6 of 6