SW8980820_Approved Plans_20140530

WIDTH
12.5'
WEIR OPENING
1.5 TOP OF
TOP STRUCTURE
ELEV = 46.82 TOP OF BANK
ELEV = 46.00
WEIR THROAT 25 YR EL = 45.82
vi
ELEV = 45.82
8" ORIFICE
INV ELEV = 44,5 1/2" ALUM. MESH TRASH
SCREEN, TYP. 3 PLACES
BOLT TO WALL, TYP, 4 PLACES
BOTTOM STRUCTURE 6" CONC. OR 6" CMU
ELEV = 40.0 6" THICK w/ W.W.F. REINFORCING
UNDISTURBED EARTH -J
WEIR FRONT VIEW
10' MIN.
6:1
KT. FOUR (4) 12" CIRCULAR ORIFICES
EALED W/BOLTED STEEL PLATES
12" PLUGGED ORIFICE WITH ---
8" CIRCULAR DRAWDOWN PIPE
INV ELEV: 45.65'
Shoulder: 1 "/ft 2
6:1 Min. Slope
See Curb Detail
Tie to Exist. Grade
2" TYP.
Max. 3: 1 Slope
BANK INTERIOR OPENING
o b WEIR OPENING
0
WEIR TOP VIEW
WEIR SECTION- POND C
N.T.S.
/P OF BANK
TYP. 1'
12' 10' MIN.
EXISTING 1 O' x 8'x 6" CONCRETE
CART -PATH, MATCH PROPOSED GUTTER -LINE
12.1 MAX. SLOPE, 8.33%
CONCRETE SPILLWAY BOX
P
EXIST. 8' CONC. CART -PATH
WEIR SECTION- POND Z
NOT TO SCALE
-18"
3/8" R
6" R 3/8" R
`' O
..s'f%_�.. . ' �,• •III— r
r
r
FLORIDA CURB
NOT TO SCALE
12' 12' 2'
1 1/2" 1-2 ASPHALT
1'Y2" Bituminous Concrete
�- 4" TYP.
6" or 8" AGGREGATE BASE COURSE
COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY
STANDARD PAVEMENT SECTION
NOT TO SCALE
r y
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PAVING S OPE
AO STRAIGHT GRADE BETWEEN MAIN ROAD CURB/RETURNS
FEATHER INTERSECTING STREET PAVEMENT INTO
MAIN ROAD CROSS -SLOPE, TYP.
O TRANSITION FLAT GRADING TO CENTERLINE OF
INTERSECTING ROAD AT CURB/RETURNS, WHILE
TRANSITIONING PAVEMENT TO FULL CROWNED
SECTION AT CURB/RETURNS BEYOND, TYP.
REFER TO CONSTRUCTION DRAWINGS FOR
SPECIFIC TOP OF CURB AND CURB/RETURN ELEVATIONS
CENTERLINE TOP PAVEMENT
TYPICAL VALLEY GUTTER SECTION
NOT TO SCALE
COLD JOINT
2" I-2 ASPHALT, MIN. TAR SEAL 4' 3,SCX) PSI CONCRETE
12 OR EXIST. THICKNESS EXISTING ASPHALT 12" MINIMUM, OR MATCH
12" EXIST. THICKNESS 12'
• c :a - -- a :e
4 d v
36" MIN. 36' MIN.
8" ABC STONE 8" ABC STONE
COMPACTED TO COMPACTED TO
95% DENSITY. 95% DENSITY.
d d
COMPACTED BACKFILL MAIN COMPACTED BACKFILL MAIN
95% MAX. DRY DENSITY / 95% MAX. DRY DENSITY
d+24" d+24"
OPEN CUT & PATCH OPEN CUT & PATCH
DETAIL — ASPHALT DETAIL — CONCRETE
NTS
10' MIN. 28' B-B
CURB BEYOND
/ 1 1/2" 1-2 ASPHALT
6, y 1/4":1'-0"
6" AGGREGATE BASE COURSE
CART -PATH CROSSING
NOT TO SCALE
UPON REMOVAL OF EXISTING CONC. CART -PATH
CONTRACTOR SHALL INSTALL 8" ABC MIN. 10' WIDE
AS A TEMPORARY CART CROSSING, CONTRACTOR
SHALL STOCK PILE 10 TONS ADDITIONAL STONE NEAR
AREA, AND MAINTAIN CROSSING UNTIL RE -CONNECTION
10' MIN.
PROPOSED 10' x 8'x 6" CONCRETE
CART -PATH, MATCH PROPOSED GUTTER -LINE
12:1 MAX. SLOPE, 8.33%
12'.1
EXIST. 8' CONC. CART -PATH
SAW -CUT AND REMOVE EXIST.
CART -PATH WITHIN LIMITS SHOWN.
COLD JOINT, TAR SEAL
EXISTING CONCRETE
NTS
TOP OF CURB
TOP OF PAVEMENT
MAIN ROAD INTERSECTING ROAD
VALLEY GUTTER SECTION
SECTION 1
�—CENTERLINE TOP PAVEMENT
CURB/RETURN
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8" MIAMI CURB
8' ABC.
CO► IP AC
95T DE
CCXJPA,'
95% VA
d+ 24"
OPEN CUT & PATCH
DETAIL — GRAVEL
NTS
EXISTING GRAVEL
�ECEIVE�
MAY 15 1014
BY:_
SEAL
024576
311.111
ENGINEER
M
N N
WEIR TOP VIEW
WEIR SECTION- POND C
N.T.S.
/P OF BANK
TYP. 1'
12' 10' MIN.
EXISTING 1 O' x 8'x 6" CONCRETE
CART -PATH, MATCH PROPOSED GUTTER -LINE
12.1 MAX. SLOPE, 8.33%
CONCRETE SPILLWAY BOX
P
EXIST. 8' CONC. CART -PATH
WEIR SECTION- POND Z
NOT TO SCALE
-18"
3/8" R
6" R 3/8" R
`' O
..s'f%_�.. . ' �,• •III— r
r
r
FLORIDA CURB
NOT TO SCALE
12' 12' 2'
1 1/2" 1-2 ASPHALT
1'Y2" Bituminous Concrete
�- 4" TYP.
6" or 8" AGGREGATE BASE COURSE
COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY
STANDARD PAVEMENT SECTION
NOT TO SCALE
r y
" • w' • QURyB/RETIJ.RN & ; ; • • ;GURBfI�E'fCJRPJ
PAVING S OPE
AO STRAIGHT GRADE BETWEEN MAIN ROAD CURB/RETURNS
FEATHER INTERSECTING STREET PAVEMENT INTO
MAIN ROAD CROSS -SLOPE, TYP.
O TRANSITION FLAT GRADING TO CENTERLINE OF
INTERSECTING ROAD AT CURB/RETURNS, WHILE
TRANSITIONING PAVEMENT TO FULL CROWNED
SECTION AT CURB/RETURNS BEYOND, TYP.
REFER TO CONSTRUCTION DRAWINGS FOR
SPECIFIC TOP OF CURB AND CURB/RETURN ELEVATIONS
CENTERLINE TOP PAVEMENT
TYPICAL VALLEY GUTTER SECTION
NOT TO SCALE
COLD JOINT
2" I-2 ASPHALT, MIN. TAR SEAL 4' 3,SCX) PSI CONCRETE
12 OR EXIST. THICKNESS EXISTING ASPHALT 12" MINIMUM, OR MATCH
12" EXIST. THICKNESS 12'
• c :a - -- a :e
4 d v
36" MIN. 36' MIN.
8" ABC STONE 8" ABC STONE
COMPACTED TO COMPACTED TO
95% DENSITY. 95% DENSITY.
d d
COMPACTED BACKFILL MAIN COMPACTED BACKFILL MAIN
95% MAX. DRY DENSITY / 95% MAX. DRY DENSITY
d+24" d+24"
OPEN CUT & PATCH OPEN CUT & PATCH
DETAIL — ASPHALT DETAIL — CONCRETE
NTS
10' MIN. 28' B-B
CURB BEYOND
/ 1 1/2" 1-2 ASPHALT
6, y 1/4":1'-0"
6" AGGREGATE BASE COURSE
CART -PATH CROSSING
NOT TO SCALE
UPON REMOVAL OF EXISTING CONC. CART -PATH
CONTRACTOR SHALL INSTALL 8" ABC MIN. 10' WIDE
AS A TEMPORARY CART CROSSING, CONTRACTOR
SHALL STOCK PILE 10 TONS ADDITIONAL STONE NEAR
AREA, AND MAINTAIN CROSSING UNTIL RE -CONNECTION
10' MIN.
PROPOSED 10' x 8'x 6" CONCRETE
CART -PATH, MATCH PROPOSED GUTTER -LINE
12:1 MAX. SLOPE, 8.33%
12'.1
EXIST. 8' CONC. CART -PATH
SAW -CUT AND REMOVE EXIST.
CART -PATH WITHIN LIMITS SHOWN.
COLD JOINT, TAR SEAL
EXISTING CONCRETE
NTS
TOP OF CURB
TOP OF PAVEMENT
MAIN ROAD INTERSECTING ROAD
VALLEY GUTTER SECTION
SECTION 1
�—CENTERLINE TOP PAVEMENT
CURB/RETURN
J. 11BAL'TU
r w y • y r r y• r y-
w" Y • y" • r y •• r
8" MIAMI CURB
8' ABC.
CO► IP AC
95T DE
CCXJPA,'
95% VA
d+ 24"
OPEN CUT & PATCH
DETAIL — GRAVEL
NTS
EXISTING GRAVEL
�ECEIVE�
MAY 15 1014
BY:_
SEAL
024576
311.111
ENGINEER
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Faty
SUNSET BEACH
VICINITY .SAP
THISTLE GOLF CLUB
IMPERVIOUS CALCULATIONS
W D, #90235.80
PHASE 1
^--'-___ A--- 4
L-15 L-14 L-13
. . .
L-12 �
' _ • • . . . . . . . .
. . . . . . . _ . . .
1 . . . . . . . . . . . . . . . L-a L-1
L-6
. . . . . . . . . . . . . . . . . . . . . . • . • _ . . M
_ . _ _ _ . . _ . _ . . • . • . . . . _ . . • . . • _ . . . . . . .
_ . . . . . . . . . . _ . . . . . . . . . . . . . L-4
N
L-1 s � N
. . . . . . . . . . . . _ . . . . . . _ . . . . . • . • • • . . . . . . . t 2 S ,N-
L 3 S
L-3 L-4 S
. . . . _ . . . . . . _ . . . . . . . . . . . . . . . . . . L-e S
. . . . . . . . . . . . . . . . . . . . . . . . . _ . . . _ . , . . . L-e S
. . • • • . . . . . . . . . . OPEN SPACE NATURE PRESERti'E • • • • . . _ . . _ . . _ . . . L-7 s
L-2 L-e N _
. . _ _ . . . IWEET'LANI)S) . . . . . . . . . _ . . . . _ . . . . L-9 N
. . . . _ _ . . . _ _ . . L-10 S V7
_ . . . . . . . . . _ . . . . . . _ . . • • . . . . . . . . . . . . . . . _ L-1 Irti S N
. . . . . . . . . . . . L-12 S
.._...---•--•..........WETLANDS. L-13S _II
L-14 N
. . . . . . . . . L-te N
/. _ . . . . . . _ . .. . . • . . . _ . . .
(WETLANDS - - _ . . . . v� ;'
ct
TL•AN S ,,, 7�
(14
FINISHED GROUND NOT TO SCALE
R/YI SC RA 24 3:1
61
61 MAX SLOPE ( f j 1 PasA \ -
3
10• 2' P 7 SHUM nE TQ EXIST' Discharge ttfall- cc3
�� PER FOOT GRADE .f See Figure Details �-•I
MIN SLOPE 1 ` �, `"�-- MIN SLOPE f I i ' z'
.....-',f'
TO EXIST PA A� eir N ADE s:t TYP. cur SECTION r / s + ,k��' p j,`,
MAX SLOPE f I o e(eti : 45.$2 _
SE t,� DETAIL 8' ABC OR 8' STBCMM
TYP. FILL SECT� ION DRAINAGE AREA 2 ■ ■ ■ ■ DRAINAGE AREA 1 /
1_ i/2" 1-2 BITUMINOUS
(PHASE2) (PHASE 1) _ -
NOTES__ TYPICAl. ROADWAY SECTION-
/�/
'T
1. 3000 PSI CONCRETE 028 DAYS. - / � / � • •
2, 1 2" EXPANSION JOINT OR PREMOLDED BITUMINOUS NOT TO SCALE
EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT ALL
ADIUS POINTS AND AT INTERVALS
251.83 ( incl
Existing Bindings
Buildings
2.89
0.00
0.00
3.86
0.00
3.49
0.00
2.57
0.00
0.55
2.89
1_0-47
ftosed
Existing Streets
2,84
0.00
0.79
0.00
0, 64
0.00
0.55
0.00
0.15
2.84
2.13
Existing Parking
2=ed Parking
2.11
0.60
0.00
0,00
0.00
0.00
2.11
0.60
0.03
0.00
Existing Sidewalks
0.03
0.00
0.00
0.DO
0.00
0.00
0.00
0100
0.00
Existing Cart Pats
Proposed Cort Paths
5.89
0- OID
0.00
0.00
0,00
0.00
0.00
0.Q0
0.00
0-00
5.89
0-00
Future Clubhouse Area
0.60
0 .43
;
0.60
0.43
4.65
4.13
3.12
0.70
27.9
11.1%
Total . Built n
15.39
8.11°
7ctcl.
3,9.51°1
r 401_11
59.66%
St r
25 Yr Pond
25 Yr Pond
1 25 Yr Pond
1 25 Yr Pond
1. Buldings include pro -shop, course rest stations and course mcintenence
2. Buildings include future recreation facility'` -OCEAN ISLE S0.0 ^
3- Existing and proposed building constructions for residential properties is based on a maximum BUA of
8.000 sq. ft per lot.
ce
4, Pond Area (FP) : 32.91 acres, Wetland Nature Preserve Area: 38.85 acres, Total Drainage Area: 251.83 acres
5. Stormwater treatment involves interconnected ponds and or fice discharge of 1.5" storm event
6. Existing buildings include clubhouse- maintenance facility, and single family residences on 12 iots as shown.
7. Existing parking includes clubhouse and maintence pafldng.
VARIES
Islwuw;rt
MIN SLOPE
TIE TO
EXIST GRADE 3
MAXs_a-
Sa CURB DETAL -
TYP. FiLL. SECICN
des 33 acres of ponds)
V alli
MAX SLOPE
7 2 2' I 2' SiER TIE TO EXIST
1,T PER FOOT i/4` PER 1/4 P- T '- PIER &:1ApE
MiN SLOPE
TYP. CUT SECTION
_v SEE CifRB De'T!r_
�- e' OR 8• STSC B" ABC OR 8' STBC
_ 31TWJOUSCONCRE
TE i-1/2' 1-2 BITUMINOUS CONCRETE
TYPICAL ROADWAY SECTION - DIVIDED
STRUCTURES AND R37
NOT TO EXCEED 250' IN THE REMAINDER OF THE CURB & GUTiER.. �- os r
_._._ - /<
N or"
p 0• 0� �, Q w O g s I
` 3 1
TYPICAL ROLL CURB DETAI ,
I a�
25 o Q o /' in 34
NOT TO SCALE o � w r. �� I • � aa�5 ." � '' Q Q Qp O � � -•r � 3
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LEGEND
Limit of Remaining
development
_I Existing BUA
J
- - - Existing SW Connecting
Culvert
Surface Flow Direction
1r I E
MAY 15 2014
BY:
WVI -
024576
ENGINEER
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v. � 1>•"`� ate, � W
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I (� STORM DRAIN MAN HOLE x'"��
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- "✓ ---- Sa STORU DRAIN LINE - `' , •� �n U
DRAWAGE AREA , `I..` <ai ter E ,•�."' '��w,
f f J�®°� Figure
/ NOTES: �� DIRECTION! OF F101V 4"9
w� •-•�- LIMIT OF DRAWAGE AREA
'/ / '�• �- �' "`� ----� T. NO t+�TEANDS EXIST ON THIS FLAN SHEET,
f ty AS -BUILT OUTLINE OF BUA (CLUBHOUSE, CART BARN)
2. COUNTOUR INTERVAL � 1 FOOT �- fd'
f
Q 25 5C� 100 00 0 50 100 e* o AS -BUILT OUTLINE OF BUA (PARKING, CART PATHS)
SCALE; 1"=5Q'
Graphic Scale: 1" = 50' '

PHASE 2 BOLMDARY
--\—THISTLEBOUNDARY
1
I I 15,975 FT2 — 15,680FT2
3
1 I 16®FT2 I
I
15,218 FT2
/ / _ I2,754 FT2
1
1617N F
11 14,997 FT2 1
® 1 I 1 ]® F-t2
F72
EXT.
DETENTION
1
p�(1
POND
13,744Er2
I 7 oe
C 11t\JL' 11 JJI:,IL1V I1E "FIN -1 It1
TOTAL REQUIRED STORAGE VOLUME: 189,104 CF (1.5" STORM)
TOTAL PROVIDED STORAGE (TEMP. POOL): 710,434 CF
TOTAL REQUIRED SURFACE AREA: 58,501 SF
TOTAL PROVIDED SURFACE AREA (NORMAL POOL): 1,026,411 SF
AT ORIFICE ELEV. 45.65' ASL POND Z
s
EXT. _ .,\J� 0
DETENTION \ y\ \ ' 56,875 FT
POND"T" �� \' 0 19"Ff2
�O I6,875 2 50��
0 18,J00 FF2
PHASE 2BOtMDARY 1
AOW
6,975 TT2 i'oI \ ry pP
THISTLEGOLF CLUB
scoeorwA]FR l ,,cc
DEED BOOK 3454 PAGE 446r'�ao® evrs T',
Ik875 FT2
LLC
MAP BOOK w, PAGE no I I ,
TAXPARCEL2410000106Oil
PHASE2SOU ARY
0 Pl'
I �, � W� ♦�' l 1
,/
I .9 j
/ 77 O,U80F
82,500 sfBUASs
0'im Fr
" RCP -TOP ' 79
E V=45.38'
\11\�Z,900 FT 11as tJ +Vi\ ,525
TOP OF SIRI(CT \ �a�a/a
14.1 I
36 I 16O 11,210 T
1 1R0`
I.
EXT.
DETENTION
POND "U"
FT2
PHASE II POND DATA
POND'
DESIONPERINI
POOLELEV
(ASL)
PERASPOOL
SURFACE AREA
(SF)
AVERAGEBOTTOM
ELEV_
OVERPIAWELEV.
AVERAGE
POND DEPTH
TEMP.STORAC,E
, 'OLUME (CP)
U-141
m1,830
40]
47.2
so
124224
V
45.50
195.302
39.6
46.9
9.0
2n,439
T
45s
751,115
31.5
NA
S.
1.254,118
L
45.65
75.774
39.6
4].2
67
116,129
TOTALS
1.112,177
91.11
I 1],104 PT
Temporary Pool storage volumcs calculated as the volume between annual and temporary pool elevations
• Pond X is cnnnemed to the Phase I stomlwater poM collection systems
9w �ps� ;'Tara I^"Pj but collects rwwff from a portion of the Phase 11 drainage area
3G 180' _ �a THISTLE GOLF CLUB LLC
IDIV.=41 S1P h4 ` I DEED BOOK 3454, PAGE 446
/ 11,-44.925 FT2n` I5,343 III TMAPAXP,ORCEL 2410000t06
I
��
PH4SE2 BOUNDARY 1 `�
1123,]63 F�
i
1
dTYPICAL
CONTOUR //{
(EXISTING)
PHASE 2 BOUNDARY
°i""" �// 2
/ / 16,Bbtl FT
/
EXT.
DETENTION
POND "T"
1 16,315 FT2
I
I
If
I n Olom
THISTLE GOLF CLUB \—
15,450 I
LLC ® I
t %
alp \ aAI
DEED BOJK 3454, PAGE 444 14225 FT2
MAP BOOK W. PAGE 200
TAXPARCEL2410000106
\1
1 12,6]5 FT2 \
1S1,ya __ �.s• v
� II
OR
La
69e. n
e m, eo ai' tl I lv LAND9CgpE.�
E ��
DETEN ON \66 6 �—
POND„ v ,ia_ e9w Fro
THISTLE GOLF CLUB
LLC
DEED BOOK 4, PAGE 444
MAP BOOK W, PAGE 200
irt" RCF u`" TAX PARCEL 2410000106
EXT.
DETENTION
POND"V"
PHASE 2 BOUNDARY
P
IA-
DETENTION
POND "X"
PROPOSED AMENITIE
(SEE DETAIL,
No Wetlands Identifed
in Phase II of this development
NOTE: SEE STORMWATER MASTER PLAN, THISTLE GOLF
CLUB, PREPARED BY WK DICKSON (2/21/01) FOR
SIZE AND LOCATIONS OF POND G AND OTHER
PONDS IN PHASE I SYSTEM. THE SIZES AND
CONFIGURATIONS HAVE NOT CHANGED SINCE
THE PONDS WERE PERMITTED.
THISTLE GOLF CLUB
LLC
DEcn BOOK 1454, PAGE 446
MAP BOOK W, P.AOE W0
TAX PARCEL U10000106
EXT.
'� EXT.CART CLUBHOUSE
BARN 1R.140 SF 4
783E SF 1(�1
� S � � e55a 11t�1C� 11
1U
_ - —ST,,E DOWNS GR1
1
1 —
LEGEND
-TTTSL---
THISTLE GOLF CLUB
LLC
DEED BOOK 4, PAGE 444
MAP BOOK W, PAGE 200
irt" RCF u`" TAX PARCEL 2410000106
EXT.
DETENTION
POND"V"
PHASE 2 BOUNDARY
P
IA-
DETENTION
POND "X"
PROPOSED AMENITIE
(SEE DETAIL,
No Wetlands Identifed
in Phase II of this development
NOTE: SEE STORMWATER MASTER PLAN, THISTLE GOLF
CLUB, PREPARED BY WK DICKSON (2/21/01) FOR
SIZE AND LOCATIONS OF POND G AND OTHER
PONDS IN PHASE I SYSTEM. THE SIZES AND
CONFIGURATIONS HAVE NOT CHANGED SINCE
THE PONDS WERE PERMITTED.
THISTLE GOLF CLUB
LLC
DEcn BOOK 1454, PAGE 446
MAP BOOK W, P.AOE W0
TAX PARCEL U10000106
EXT.
'� EXT.CART CLUBHOUSE
BARN 1R.140 SF 4
783E SF 1(�1
� S � � e55a 11t�1C� 11
1U
_ - —ST,,E DOWNS GR1
1
1 —
LEGEND
-TTTSL---
tsunaing sffie SerDaCK i the
- 30'SSL--
Building Front/Rear Setback Line
49
Existing Contour
1-501,—
Proposed Contour
Stormwater Runoff Flow
t
SEAL
Figu:
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0 q0 26)
Graphic Scale: V = 130'
2

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PROJECT MANAGER
MG
DRAWING SCALE
1 "=50'
909 MARKET STREET
W WILMINGTON, NC 28401
Raleigh, NC Asheville, NC
Engineers. Planners. Surveyors Columbia, SC Charlotte, NC
Landscape Architects Atlanta, GA Hickory, NC
RELEASED FOR
APPROVALS
DRAWN BY
DSL
PROJECT DATE
FEB. 00
BIDDING
APPROVED BY
DME
PROJECT NUMBER
90235.80
CONSTRUCTION
FILE NAME
DRAINAGE -REV
PLOT DATE
3/16/00
RFCORP- DWG.
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49.5
/ \\ /- \ 1 I// \\` T - -_ Jam' \\ X 47.8 %
S J C /
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-_ OAK TREES aM
49.3
50.9
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x 49.9 1 I 1 \
X 48.4
\�-// 1 \
X _ APPRO)IFO
5o.s 1 \ \ / X 49.1 / / / $URT'H CAROLINA ENVIRONMENTAL
1 1 / MANAGEMENT
IV s ON OFNWATER QUALITY
q?0 Z0
/ Swm. ws'tsr Permit No
NOTES:
1. NO WETLANDS EXIST ON THIS PLAN SHEET.
2. COUNTOUR INTERVAL = 1 FOOT
LEGEND:
X 49.1
SPOT GRADES
15
ROOF DRAINS
(9)
STORM DRAIN MAN HOLE
am
DROP INLET
-SD
STORM DRAIN LINE
- - - -
DRAINAGE AREA
DIRECTION OF FLOW
LIMIT OF DRAINAGE AREA
THE HANSEN'S
8840 OLD GEORGETOWN ,r D
SUNSET BEACH,
E C E I V E
MAR 17 2000
PROJ # y gOUF20
0 25 50 100 200
SCALE: 1 "=50'
STORMWATER PLAN
CLUB HOUSE/MAINTENANCE FACILITIES
THISTLE GOLF CLUB
onUNSWICK COUNTY, NC

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VIC INITY MAP
Scale: 1 Inch = 1-1/2 Mile
�0
DEVELOPMENT DATA TABLE
Approximate Total Tract
Tract I.D. Tract Area (Ac.) BUA (Ac.)
4 12.32 8.62
5 5.27 3.69
6 9.15 6.41
7 16.41 11.49
8 4.63 3.24
Roadways - 1.50
'Cart Paths & Rest Stations - 3.14
TOTAL: 38.09
* Based on cart path @ 17,000 LF long x 8 feet wide
plus 1 rest station @ 800 SF
TOTAL PROJECT BUA SUMMARY
Total Project BUA, (TPB)........................ 38.09 Acres
Total Project Area, (TPA) ............................ 148.1 Acres
% TPB to TPA ............................................. 25.72%
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PHASE 1:
Low Density Stormwater Project Permit No. SW8 970135,
Dated March 4, 1997.
Erosion Control Project No. 970118BR,
Dated February 10, 1997.
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
300 0 300 600
SCALE: 1 ''=300'
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LEGEND
36 11 SHEAR GATE SHALL
REMAIN OPEN EXCEPT
WHEN FLOW IS NEEDED TO
RECLAIMED WATER POND)
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O4 POND I.D.
*EXISTING OPEN DITCH TO REMAIN
------------------ *EXISTING OPEN DITCH TO BE ABANDONED
sal
Ran
PROPOSED OPEN CHANNEL
PROPOSED POND WITH COLLECTION SWALE
SILT FENCE
STONE CHECK DAM
CONSTRUCTION ENTRANCE
:................................. _
:. WETLANDS
FINAL DRAWING
NOT RELEASED FOR CONSTRUCTION
* ONLY MAJOR EXISTING DITCHES ARE SHOWN. THOSE NOT SHOWN SHALL BE
ABANDONED UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR DEVELOPER.
TOTAL PHASE 2 DISTURBED AREA = 148 ACRES.
(APPROXIMATLEY EQUAL TO TOTAL PHASE 2 AREA)
NOTE:
NO DELINEATED WETLANDS
ARE LOCATED IN PHASE 2.
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INSTALLATION OF JUTE THATCHING IN SWALES
WHERE APPLICABLE
Jute thatching shall be used in swales where the slope exceeds 0.015 (1.5%)
SPECIFICATION GUIDE
A Preparing a channel and seeding: To prevent mea-n_dering slope channel to center to confine low flows to
the channel where thatching will be laid
1. Fertilization - Lime and fertilize as specified in "Seeding Schedule". Disk as needed but do not
cultipack.
2 Vegetative Sprigging - Plant grass sprigs or similar material before the thatching is put dawn.
Spacings for planting may vary. Suggested maximum is 10 x 20 inches.
3. Seedings - $1211t the application. Sow half the seed before placing the thatching. Plant the remaining
half after the thatching is laid.
B. Laying the Thatching: The thatching shall be laid on loose soil after all rocks, clods and sticks have teen
picked up that would prevent contact with the soil surface.
1. Start laying the thatching from the top of the channel and unroll down grade so that one edge of the
strip coincides with the channel center. Lay a second strip parallel to the first on the other side of the
channel and allow a 2 inch overlap. If one roll of thatching does not extend the length of the charnel,
continue downhill with additional rolls.
2 Securing the Thatching - Bury the top end of the jute strip in a trench 4 inches or more deep. TamF the
trench full of soil. Reinforce with a row of staples driven through the jute about 10 inches apart. Then
staple the overlap in the channel center. These staples should be 3 to 4 feet apart. The outside edges
may be stapled similarly at any time after the center has been stapled. Closer stapling along the sides
is required where concentrated water may flow into the channel.
Where one roll of thatching ends and another roll begins, the end of the top strip overlaps the trench
where the upper end of the lower strip is buried. Make the overlap at least 4 inches and staple seco ::y.
3 Erosion Stops - At any point the thatching may be folded for burying in slit trenches and secured: as
were the upper ends. This checks water flow and erosion that may begin under the matting. It :zlso
gives improved tie -down. The procedure is recommended on steeper slopes and gentler slopes of
sandy soil or areas subject to seepage. Spacings of stops vary from 25 to 100 feet.
4: Diversions - Where diversion terraces outlet into the waterway, the outlet should be protected with
thatching used in the same manner as in the main channel. The thatching for the outlet is laid flrA so
that thatching in the main channel will overlap the outlet strip.
5: Thatching - Soil Contact - Get contact between thatching and soil by rolling at right angle after laying,
stapling and seeding is complete. Perfect contact is vital to keep water flow over not under hie
thatching.
& Staples - Hairpin -shaped wire staples, number 8 gauge; 8 and 10 inches long have been used. The
longer staples are used in loose or wet soil. Wire staples are better than wooden pegs because the
staples can be driven flush with the matting. Wooden pegs extend above the thatching and may catch
trash that diverts water flow out of the thatch protected channel. Wooden pegs may also set Lip a
damaging turbulence.
C. Inspection: After job completion, make sure the thatching is in contact with the soil at all places and the
critical areas are securely stapled down.
B
SEAL WATER -TIGHT BETWEEN
PIPE AND CATCH BASIN
-----
tit ti
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1
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PRECAST CONCRETE h ---------------
B
PLAN VIEW
MANHOLE FRAME AND GRATE
GUARD
ELEV. SEE PLANS
AS REQUIRED AS REQUIRED
D SEE PLANS FOR
SHEAR GATE SIZE AND INVERTS
CRUSHED STONE 1
-----------------------:a tj`.;---------------------- 1
COMPACTED SUBGRADE
SECTION B-B SECTION A -A
TYPICAL OUTLET STRUCTURE.
NTS
This drawing is the property in Hrt wit and ASSOCIATES, P n from n p � (1(A� p
is not be reproduced in whole or in part Without written permission from N v U
iIOUSTON and ASSOCIATES, P.A. ©Copyright 1997
ALL RIGHTS RESERVED NOT RELEASED FOR CONSTRUCTION
ExISTING
"-ABC
ROADWAY
PLAN VIEW
EXISTING ROADWA"
V MIN.
SECTION VIEW
OR WIDTH OF
PROPOSED STREET,
25 WHICHEVER IS
GREATER
NEW ;ONSTRUCTION
V
CONSTRUCTION ENTRANCE DETAIL
NTS
FRONT VIEW
t. 12 1/2 GA.
TERMEDIATE
RE
1ADE
STEEL OR WOOD POST
WOVEN WIRE FENCING AS REG'RD.
('.TEE NOTE f 6.)
-SILT FENCE FABRIC
z
FILL SLOPE
Z
m =
N
•;6' MIN. COMPACTED FILL OVER SKIRT*
_.ANCHOR SKIRT WITH MIN 4' LONG
3 WIRE STAPLES @ 12' O.C.
� XFOR REPAIR OF SILT FENCE FAILURES,
USE f57 WASHED STONE IN LIEU OF
COMPACTED FILL.
SIDE VIEW
1. Install silt fences as shorn on drawing and at locations necessary to control siltation of adjacent areas.
2. Where wood poste are used, they shall be a minimum of 3' in diameter and 6' in length. Posts shall be creosote or
pentachloropenol treated southern pine.
1. Where steel poets are used, they shall be 5' in length and be of the self fastener angle type.
4. Wovan wire fencing, where required (see Note ! 6). shall conform to ASTM A116 for class 3 galvanizing. Fabric shall
be a minimm of 32' wide and have a minimum of 6 line wires with 12' stay spacing. The top and bottom wires shall
be 10 gauge, and intermediate wires shall be 12-1/2 gauge. Wire fabric shall be fastened to wood posts with not less
than !9 staples 1 1/2' long.
5. Filter fabric shall be of nylon, polyester, propylene or ethylene yarn with minimum strength of 30 Ib./lin. in., and i
ainieue 89 filtering efficiency. Fabric shall contain ultraviolet Inhibitors and stabilizers.
6. If filter fabric is used with a strength of 50 lb./lin. in, or greater, and the post spacing IS) does not exceed 6% wollen
wire fencing is not required. Otherwise, woven wire fencing Is required, and post spacing shall not exceed 8',
STANDARD TEMPORARY SILT FENCE.
NTS
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TREATED 2 X 4 POST & FRAME
PLAN VIEW
EXTRA STRENGTH (50 #/i IN. MIN.) SYNTHETIC POROUS
FABRIC OF NYLON, POLYESTER, OR ETHYLENE YARNS.
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SECTION A -A
TYPICAL CATCH BASIN PROTECTION
NTS
L
SEAL WATER -TIGHT BETWEEN
PIPE AND CATCH BASIN
MIN. PERIMETER • 5.0' -�
MIN. AREA OPEN • 2.6' -�
PRECAST CONCRETE SUITABLE
FOR H-20 TRAFFIC LOADING
B
PLAN VIEW
CAST TRON FRAME & GRATE SUI- -'-
FOR H2O TRAFFIC LOADI!,
P INVERT
ATIONS
PIPE
••I CRUSHED STONE }•1
-------------------
COMPACTED SUBGRADE
SECTION B-B SECTION A -A
TYPICAL (IRATE INLET CATCH BASIN.
NTS
- - - - - -TOP ELEVATION OF STORMWATER
- - - - - - - - - - - - - - - - - -
A5 WASHED
STONE -
CHANNEL SLOPE
SECTION VIEW
ISTING SLOPES
#5 WASHED
STONE
FRONT VIEW
.5' - 1'
RIP -RAP
VARIES
NOTE: HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED
TYPICAL CHECK DAM DETAIL
NTS
NOTES:
1. Vigorous stand of permanent grass cover shall be established as soon as possible along the center line and
banks of channel. Where banks cannot be adequately stabilized With vegetation, an artificial liner such as
rip -rap shall be used to protect e p p p o t the banks.
2. Where slope of channel bottom exceeds 1.5%, jute thatching, or other effective channel lining material, shall
be used to protect channel center line and banks. (See 'Installation of Jute Thatching in swales.')
1 MAX
3
POND COLLECTION SWALE SECTION
NTS
INIMUM TOP OF BERM ELEV. > TB
FLOOD POOL FP)
CREST OF SPILLWAY ELEV. > CS
NORMAL POOL (NP) / \
POND
LB To
SOD FROM NORMAL POOL SEE POND OUTLET
TO POINT DOWNSTREAM WHERE SWALE DETAIL
CHANNEL SLOPE IS LESS THAN 1%
LONGITUDINAL SECTION
BERMUDA SOD TO MINIMUM
TOP OF BERM ELEVATION
1 CREST OF SPILLWAY J i
3 1 1 3
W
CROSS SECTION
ELEVATIONS (FT. MSL)
Pond ID
NP
CS
FP
TB
W
1
45.5
45.5
1 46
46.5
1 40
OVERFLOW SPILLWAY SECTION & DATA
NI-S
R W R W
--VARIES
SWALE SHOULDER PAVEMENT SHOULDER 5 ALE
i' PER FT. 1/4" PER FT. 1/4' PER FT. 1' PER FT.
MIN. SLOPE - 10: 1 I IS i--i IN. SLOPE a 10: 1
\ 2' 1-2 AB
MAX SLOPE = 3: 1 MAX SLOPE = 3: 1��\//
TIE TO EXISTING TIE TO EXISTING
GRADE GRADE
TYPICAL ROADWAY SECTION - NON -DIVIDED
NTS
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VARIES
o' o'+' a• VARIES 14 -o' o• o'
MIN. SLOPE MIN. SLOPE
10:1 1' PER FT. 1/4' PER FT. 1/4' PER FT.
f ----y 1' PER FT. 10: 1
/.
-2 2' I-
\\�./-T•1 X SLOPE 6'3ABC NOTE: DTORNON-DIVIDEDING IRON FROM OADWAY: DIVIDED ROADWAY MAXSLOPEABC
= 3:
(A) MEDIAN REDUCES TO 0'
TIE TO EXISTING (B) PAVEMENT LANE REDUCES TO 12' TIE TO EXISTING
GRADE (C) SHOULDER INCREASES TO 4' GRADE
TYPICAL ROADWAY SECTION - DIVIDED.
NTS
EROSION CONTROL NARRATIVE
A. PROJECT DESCRIPTION
The Thistle Golf Club, Phase 2 (formerly Hansen Tract) project includes the construction of
the third nine hole golf course, a pond system, and access roadways. Future phases will include
the construction of residential areas
, associated roadway and parking systems. ms.
The Thistle Golf Club is in southeastern Brunswick County approximately 1 mile east of
Calabash. The tract is located within the northeast quadrant formed by the intersection of NCSR
1163 and NCSR 1164. It is composed of approximately 404 acres. Phase 1 of the Hansen Tract
is composed of approximately 253 acres and permitted under NDEHNR Project No. 97011813R.
Phase 2 of the Hansen Tract is composed of approximately 151 acres. It is estimated that the total
Phase 2 disturbed area will not exceed 151 acres.
The project is located adjacent to and/or within the headwater wetlands of Shingletree Swamp
and Little Cawcaw Swamp. The current land use of the project area and surrounding properties is
primarily woodlands.
B. SOILS AND TERRAIN
The project area is flat. Relief ranges from approximately 52' MSL to approximately 46'
MSL. The Soil Survey of Brunswick County indicates that the most prominent soils within the
project boundaries are Murville and Leon. These soils are typically poorly drained fine sand in
upland areas.
C. EROSION CONTROL MEASURES
Land disturbing activities for this project will involve the construction of golf course
fairways/tees/greens, ponds, and roadways. The pond system will be extensive, and coupled with
the dense grassing associated with a golf course project, will provide significant protection for
limiting soil loss to adjacent properties. These ponds and grassing will be permanent "fixtures",
and thus will serve the site on a continuous basis. Along with the ponds, natural buffers
surrounding many of the fairways will limit the migration of eroded soils. To supplement the
ponds and natural buffers, silt fencing, stone check dams, and construction entrances will be used
as temporary erosion control measures.
EROSION CONTROL GENERAL NOTES
1. All construction activities shall be performed in compliance with the Sedimentation Pollution
Control Act of 1973.
2. All land disturbing activity is to be planned and conducted to limit exposure to the shortest
feasible time.
3. All construction sites and severely eroded areas shall be stabilized by the establishment of a
permanent ground cover.
4. Where it is not possible to establish a permanent ground cover in a reasonably short period of
time due to seasonal considerations, a temporary ground cover shall be established. The
temporary cover shall include the planting of annual grasses or small grains. Where the
season or other conditions are not suitable for growing a temporary erosion resistant cover,
mulch may be applied. Mulch used alone shall be for the shortest time practical. A
temporary or permanent vegetative cover shall be established as soon as conditions are
favorable.
5. Silt fencing, and other temporary erosion control measures as may be necessary, shall be
installed prior to the start of construction. As soon as the area is stabilized, the temporary
measures may be removed.
6. Topsoil shall be used over unfavorable soil conditions for successful establishment of
vegetative cover.
7. Irrigate as necessary to optinuze plant growth.
8. Over the life of the project, the owner shall make periodic inspections to evaluate the success
in controlling erosion of soils to off -site areas. If areas are found where erosion is taking
place, the Owner shall take the necessary measures to remedy the situation.
CONSTRUCTION SEQUENCE
1. Obtain approval of Erosion Control Plan from NCDEHNR - Land Quality Section.
2. Install silt fencing and construction entrances as shown on the Plans and as otherwise
adequate to prevent eroded soils from entering adjacent ditches.
3. Clear and grub along routes necessary to provide access to proposed roadways, golf course
fairways, and ponds.
4. Clear sites at proposed roadways, fairways, and pond locations.
5. Construct ponds and "service swales".
6. Clear and grub fairway areas, roadways, and proposed water course routes.
7. Construct open channels and ditches, and install associated check dams as shown on
the Plans.
8. Rough grade roadways.
9. Construct golf course fairways.
10. Finish roadway construction.
1,. Seed and mulch disturbed areas within 30 days after finished grades are established.
12. Maintain erosion control measures until permanent ground cover is established. (The use
of winter rye grass is considered a temporary measure and will not be accepted as
permanent ground cover.)
3. Obtain certificate of compliance through on -site inspection by Erosion Control Engineer.
Contract person Mr. Dan Sams (919-256-4161).
14. Remove temporary erosion control measures and stabilize these areas immediately.
Permanent erosion control measures shall remain.
SEEDING SCHEDULE
l . All disturbed areas due to construction and any severely eroded areas shall be stabilized by the
establishment of a permanent grass cover. The seed species shall be selected based on the type
soil present, seasonal conditions and other considerations. As an alternative, the contractor
may use the methods and schedules shown below; however, it is recommended that a specialist
be consulted with attention given to site specific conditions.
a. Cultivate area to a depth of 5 inches
b. Apply agricultural time at the rate of 4000 lbs. per acre
c. Apply 10-20-20 commercial fertilizer at the rate of 500 lbs. per acre
d. Sow grass seeds at the following rates:
Kind Rate Per Acre
Common Bermuda Grass
unhulled 25 lbs.
hulled 12 lbs.
Pensacola Bahiagrass 50 lbs.
Korean Lespedeza 25 lbs.
Tall Fescue 30 lbs.
e. Mulch with straw at the rate of 3250 to 4350 lbs. per acre.
f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300 gallons per
acre.
2. Where it is not possible to establish a permanent grass cover in a reasonably short period of
time due to seasonal considerations, a temporary grass cover shall be established. The
temporary cover shall include the planting of annual grasses or small grains such as rye grass,
however shall not be considered a permanent grass cover. Where the season or other
conditions are not suitable for growing a temporary erosion resistant cover, mulch may be
applied, however, mulch used alone shall be for the shortest time practical. A temporary or
permanent vegetative cover shall be established as soon as conditions are favorable.
3. Topsoil shall be used over unfavorable soil conditions for successful establishment of
vegetative cover.
4. Irrigate as necessary to optimize plant growth.
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THISTLE GOLF CLUB
IMPERVIOUS CALCULATIONS
WKD #90235.80
A.___ , 1 11 1 March 16. 2000
-�-- 6" FINISHED GROUND
ROADWAY
10"
8" R
6"
81 /2" R
24" _u
NOTES
1, 3000 PSI CONCRETE ® 28 DAYS.
2. 1/2" EXPANSION JOINT OR PREMOLDED BITUMINOUS
EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT ALL
STRUCTURES AND RADIUS POINTS AND AT INTERVALS
NOT' TO EXCEED 250' IN THE REMAINDER OF THE CURB GUTTER
TYPICAL ROLL CURB DETAIL.
NOT 10 SCALE
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1. Buldings include pro -shop, course rest stations and course maintenance
2. Buildings include future recreation facility
3. Buildings calculated as primarily 3-story, 12 unit complex, 4 units per floor, at 1500 sf per
unit. Some 1 and 2 story structures were required to meet unit count.
4. Wetland Nature Preserve Area = 38.85 acres, Total Area = 401.26
5. Stormwater trea�ment will be retention with no outfall for storms below the 25-Year event.
I
R/W
1
6:1 SHOULDER
MIN SL PE 1" PER FOOT
TIE TO EXIST --•"'
GRADE J: 1
MA SLOPE
SEE CURB DETAIL
TYP. FILL. SECTION
e.
i
VARIES R/W
+
18, VARIES 18'
7' i 7' �_,.. 4 .7' 7' I 6, 31
MAx SLOPE j
2 -a, 2' 2' - 2'
1 4" PER FOOT , 1/4" PER FOOT SNOULDER -• TIE TO EXIST
1 /4" PER F(�I- �_.__.__ 1 /4" PER 2I 1" PER FOOT 6:1 GRADE
MIN SLOPE
COMPACTED SUBGRADE 1 COMPACTED SUBCRADF TYP. CUT SECTION
\ 1 �- 6" ABC OR 8" STBC ` SEE CURB DETAIL 6" ABC OR 8" STBC
1-1/2" 1-2 BITUMINOUS CONCRETE - 1-1/2" 1-2 BITUMINOUS CONCRETE
TYPICAL ROADWAY SECTION - DIVIDED
50
NOT TO SCALE
R/W
I
I
24'
6' 10' 10= 6f 3;1
2 MAX SLOPE i
1 " PER FOOT 2 SHOULDER TIE TO EXIST
4
6:1 SHOULDER 1 /4" PER Fit gl _ _ 1' PER FD GRADE
MIN SLOPE 1" PER M +
MIN SLOPE
TIE TO EXIST -" COMPACTED SUBGRADE GRADE MAX �sl o / TYP. CUT SECTION
SEE CURB DETAIL _
6" ABC OR 8" STBC
TYP. FILL SECTION DRAINAGE AREA'1�- ■ ■ ■ ■ ­� DRAINAGE AREA I
1-1/2' i-2 BITUMINOUS CONCRETE
TYPICAL ROADWAY SECTION
NOT TO SCALE
ww r N8144'03"E
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v 16.41 ACRES - - - HP'-' TO pDRfA
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TIREADE TTO EXIST --"
MAX SLOPE
TYP. FILL SECTION
1 "l
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SHOULDER . ---- I !-PER R
1" PER FOOT
COMPACTED SUBGRADE
4" ABC
1-1/2" 1-2 BITUMINOUS CONCRETE
TYPICAL CART PATH SECTION
NOT TO SCALE
L-1s L-14
L-13
L-16 -
. L-12
. . . . L-11
. . . . . L-7
. . L-6
+ . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . -5
. . L-1 S 28' 49' 00' E 79,29'
. . . . . . . . L-2 S 49' 00' 03" E 220.67'
L-3 S 42' 40' 16" E 105.33'
- - . - - . - . . - - L-3 L-4 S 48' 02' 35" E 227.12'
.
L-5 S 01' 05' 42" E 78.31'
. . . . . . L-6 S 45' 53' 01" E 85.58'
. . ��`®'� L-7 S 75' 08' 01" E 175.52'
L-2 L-8 N 76' 25' 18" E 95.53'
L-9 N 53' 29' 22" E 132.25'
• . L-10 S 36' 26' 45' E 123.42'
. . L-1 L-11 S 68' 26' 17" E 110.67'
. L-12 S 42' 25' 32" E 172.29'
. . . . . . . . . . L-13 S 63' 29' 48" E 107.27'
. L-14 N 88' 32' 08" E 57.57'
• L-15 N 75' 44' 40" E 79.22'
. . . . . . 1> L-16 N 52' 35' 07" E 190.77'
. ....... .......................
+
. . . . . . . . . . . . . . .
WETLANDS
r STR00 -
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TRACT 2
10.30 ACRES ° p
tt" / PUMP HOUSE
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O 47.8
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MAX SLOPE R vv , � � t t' JG � ` •
TIE TO EXIST
6:1 GRADE
MIN SLOPE
2 GRAPHIC SCALE
TYP. CUT 200 0 100 200 400
SECTION
(IN FEET)
SCALE: 1" = 200'
U
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0
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3
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LEGEND
® EXISTING CART PATH
PROPOSED CART PATH
APPROVED
EXISTING ROADWAYS
NORTH CAROLINA ENVM0?:6:ENTAL
PROPOSED ROADWAYS
DIVISION OF V:,'1I �A GJ II I
-- TRACT LIMITS
Date I(oMA-1 ZaD J4412(-
® EXISTING BUILDINGSs
Ct�o3ZO Hop
&tormwater Permit No. ate..
PROPOSED BUILDINGS
EXISTING HEDGES
- EXISTING TREES / TREELINES
" NAWAA
TOR'
EXISTING WETLANDS
-..I i
E C E I V E
MAR 20D0
1 7
D
PROJ # 909ZO
2-
IQ w a e,:s:,z,
/ 17 O
1
DWQ ADDITIONAL INFORMATION RESPONSE
12 13 99
REV. NO.
I DESCRIPTION
I DATE
REVISIONS
PROJECT MANAGER
MAG
DRAWING SCALE
1"=200'
909 MARKET STREET
WK WILMINGTON, NC 28401
P(910) 762-4200
Raleigh, NC Asheville, NC
Engineers. Planners. Surveyors Columbia, SC Charlotte, NC
Landscape Architects Atlanta, GA Hickory, NC
RELEASED FOR
APPROVALS
DRAWN BY
JLL
PROJECT DATE
9/3/99
BIDDING
APPROVED BY
DED
PROJECT NUMBER
90235.80
CONSTRUCTION
FILE NAME
PLOT DATE
RECORD DWG.
8840 OLD GEORGETOWN RD
SUNSET BEACH, NC 28470
STORMWATER MASTER PLAN
THISTLE GOLF CLUB
BRUNSWICK COUNTY, NC

THISTLE GOLF CLUB
IMPERVIOUS CALCULATIONS
WKD #90235.80
PHASE 1 August 31, 2000
PHASE2
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L_ 2 S 49' 00' 03' E 220 8T
X y-���--`"'j . _ N _ ,. .. � . _ � _ , a L 3 S 42' 40' tef E 106.33'
- ' - 1. Buld'mgs include pro -shop, course rest stations and course maintenance
- . - L-4 S 48' 02' 3V* E 22712
2. Buildings include future recreation facility
L-
._-OCE� ISLE �3EA�G1 � � � . A . .. ., . _ . . L-s sot os 42' E 7a3�
. . . _ _ . _
3. Buildings c coil primarily 3" t 1 un le 4 its per fir t per - s S Jam• 03' ot• E Bs.ss'
9 y . _
OPEN SPACE / •NATURE RRESERVE L-7 s rs' as' ot• E 1>ss2'
- -`" unit.. SiD 11.,dnd 2stary structures to mkt �Vnt count. _
_--
fI {f1` L 2 L-!! N 76' 25' 18' E �5.63'
X. 4. Wetland Nature Preserve Area = .85 acres, Total Area = 401.26 - . (WETLANDS) . L-s " s3' 2a'z• E t32zs'
-�,'�`1?t - SU1iS1_T.-BEAC _ . x . . a - . .
storms below the 25-Year event L-to s 3s• �' 4a• E 123 42'
L-1 L-11 S W 2W 1i E 11os7
5. Stormwater treatment will be retention with no outfall for r x _
L-12 s 42' 25' 32" E 172.29'
_ 6. Existing buildings include clubhouse and maintence facillity. _ _ - .
' � L 13 S B3' 29' 48' E tD7 27'
. _ L-14 N BB' 32' Or E 57.57'
VICINITY MAP 7. Existing parking includesRgubhouse and maintence parking. _ _ . . . _ . . . . . . _ . . . .. . . ..
VARIES � ' L-16 N 78' 44' 40• E 75.22'
. . . . . . . . . . . . . . . iU L-16 N ST 3W 07• E 190.77'
' MAX SLOPE I . . . _ . . _ . _ . . . , 5
k
i 2' ° 2' S110ULDER 71E TO EXIST_ - .
2 1 r 16 _
1/4 PER Ile PER FOOT 1• � � s, � ---- GRADE
I fs:1 SHOULDER 1/4' PER 1 4" PER FWT ---�I -- MIN SLOPE --- ---------------- ------ -�, .. ,. _
� I _
MIN SLOPE t• ti r
.
P 5 AD TYP. CUT SECTION -
�ADE EXIST 3:1 P t
MAX SLOPE _ T
SEE CURB DETAIL " SEE CURB DETAIL B" ABC OR 8" STBC - WETLANDS _ �'•,�. ' _ ` . _3
TYP. FILL SECTION s ABC OR 8" S1BC - - -
1-1/2- 1-2 BITUMINOUS CONCRETE 1 1/2' 12 BITUMINOUS CONCRETE
TYPICAL ROADWAY SECTION - DIVIDED 14
• FINISHED GROUND
NOT TO SCALE
ROADWAY R/W
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24 3.1
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' MAX SLOPE
,
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slxluLutR 1 4" PER 14 PER FOOT 1• PEit g;1
6 "�'- %
6.1 �
8 1/2" R MIN SLOPE 1 MIN SLOPE
TI TO EXIST --'"- PA � �
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r-
MAX SLOPE F ,, : : ^. . _ �, i •, ,
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• SEE CURB DETAIL 6' ABC OR 8' STBC ✓/ I "`
TYP. FILL SECTION " DRAINAGE AREA 2 �� ■ ■ ■ ■ �� DRAINAGE AREA 1
1-1 2 I-2 BITUMINOUS CONCRETE
/ PHASE 1
T `
(PHASE2) ( )
TYPICAL ROADWAY SECTION �`
NOTESTYP
1. 3000 PSI CONCRETE ® 28 DAYS.`�� R /
2. 1 2" EXPANSION JOINT OR PREMOLDED BITUMINOUS NOT TO SCALE *' -/ 1
EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT ALL / \ r r '
STRUCTURES AND RADIUS POINTS AND AT INTERVALS �'"• 1 y
z i + Pi w+�
7V
NOT TO EXCEED 250' IN THE REMAINDER OF THE CURB &GUTTER. _ _ - - ♦� ♦♦" 37 ' ""�`�
+ N 6T 44 `� 6
C? I 1 35
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a �f �+'� 56 55 54 , ` w
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j STATION
Sip
TRACT 8 �,� I ,/
Q \ x LIFT
. , u r _ _ © s MAINTENANCE -
SITE 4
4.63 ACRES \ \ TRACT 6 Q rQ 19 _ " _: ...-- - FACILITY
\ 9.15 ACRES ,Q 0 ---_
"irk , O � ---- `-----._..._-.------- --- Kam,,,,.,._ A � � 1 l �r
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'� C� # NORTH A T C� , 7IJn
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y \,y i
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LEGEND
�+, . , , - YC� 2 �� (�', _- Date ham.Q�
© P d'd
Q p ��� 00
, EXISTING CART PATH
�vk 11
�Y2GT 2 (c� S CO- OC). ' ,Stormwater Permit No. PROPOSED CART PATH
Q
azo
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� �.. - /-�`�� �w i3�.�� EXISTING ROADWAYS
�f �
'.� ,I
,_�- F 2 f
y , - _---_-_--r_-_ 8' / � JL
PROPOSED ROADWAYS
' MAX3SLAPE
RACT LIMITS
'- FEBFE�2.1�j
r
� � ��� t t� vv�` ',•..xP EXISTING BUILDINGS
p 20 w �T 5� ..� u
x y ' 1 /4" PER FOOT SHOULDER TEE TO EXIST I r 2L"� 1
GRADE A DW"Q PROPOSED BUILDINGS
xw s sNaxDt>: 1• 6:1 r
k • . 6:1rr PROJ # �U2
Q �� .; MIN SLOPE 1 PER FOOT MIN SLOPE
��� tr � , � EXISTING HEDGES
TIE TO EXIST ---'-"
P D TYP. CUT SECTION ` GRAPHIC SCALE EXISTING TREES / TREELtNES
S A � � '�
Q GRADE 3.1 `
MAX SLOPE ` 200 0 100 200 400 EXISTING WETLANDS
Q Y�-? C-- i_.--.._
4 ABC
TYP. FILL SECTION 1-1/2" 1-2 BITUMINOUS CONCRETE
TYPICAL CART PATH SECTION
(IN FEET)
NOT TO SCALE SCALE: 1" 200'
3
ADDED CARENDEN COURT CUL-DE-SAC RADII TO PLAN AND NOTES 6 at7
02/21/01
2
REV. SW8 980820-ADD PHASE 1 LOTS, AMENITY CENTER, REVISE IMPERVIOUS AREAS
1
DWQ ADDITIONAL INFORMATION RESPONSE 1 1 13 99
REV. NO.
DESCRIPTION DATE
REVISIONS
PROJECT MANAM
MAG
WAVING SOME
1"-200'
\ A / K LMI MARKET STREET
,(�/ WlLlottINGT 0) NC 28401
p I C KS O N [phone]
Raleigh. NC Asheville, NC
Engineers Planners Surveyors Columbia, SC Charlotte, NC
Landscape Architects Atlanta. GA Hickory, NC
RELEASED FOR
APPROVALS
MAW BY
S.B.G.
PROJECT DAM
9/3/99
BIDDING
APPROVED BY
J.W.H.
PROJECT NUMBER
00300.80
CONSTRUCTION
PEE NAME
sToRMwAlm"Asm
PLOT DATE
21-FEB-01
RECORD DWG.
O'
035�
THE HANSEN'S
8840 OLD GEORGETOWN RD
SUNSET BEACH, NC 28470
STORMWATER MAb] try FLAN
THISTLE GOLF CLUB
BRUNSWICK COUNTY, NC
2
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w. f N 60.5-
N 60.000
T
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N 59,500
-N 59,000
N 58.500
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owl
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x 50 x49.4 x 502 x 51.3 49.2x x48.4 x48.4
49.4 50
x
49.7
x x 47.3 48.9 x 48.750
x .4
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t'- 52.P 50.4 55.24 , x 48.7 x x
x 49.6
i
x ,6 i2 8 CONSTRUCTI N t
-� �•� s® + 47.4 1 5s 5 x 6 PROPOSED x
48.63 0 x i`. TOP OF WEIR 5 .a
x 50.5 x
x s0.6 f� x x 49.2 �•s 4s a �' ft , 1 ` x ELEV. 47.59 / x
i I I ,NSTRUCTION 53.1
x
I I x f 50.1 49.5 5°
I 47.1 � g0 � 50.8 an x CONSTRUCTION 49 I a82 � 4s.i x 45.5 9 x
x50.1 RIP RAP
x I x x x48.3 47.4 S 50 ELEV. 46.9
1 x 47.6 47.8 = (�/�@,���J/ L1✓<88.4� Y 0 � 50 � 0
I 1 x /y 50 S.`/ 0. x 49.5
E 2,134A00 i i I 47.7E 2,11'. 47.2 ( --�.
! P! I' ❑es����. .. '?t..ti _ 3`-. j.lJ%: i E ^.e_s.�o 50x6 48.9 x 53.1 x - :�i� 87.3
i` '-�'�- jf• % 1 E z.l 52.7 .d as.Sos ` �. x 50.5
47.9 E z,137.oao 0 E 2•137.500
i 46.B I l� \47�9 x f 49.3 49.6 I x I
.B JJ}{� 48.3 x 5
�-✓ 5.3 0 50.5
Y
x48.5 x
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2
DWQ ADDITIONAL INFORMATION RESPONSE
4/13/00
REV. NO.
DWQ ADDITIONAL INFORMATION RESPONSE
DESCRIPTION
12/13/99
DATE
REVISIONS
NOTES:
1. TOPO '2APHIC INFORMATION BASED ON
AERIAL PHOTOGRAPHY
DATED JUNE 10, 1999.
2. PROPE 7Y LINE INFORMATION TAKEN FROM A SURVEY BY
JAMES -�. TOMPKINS DATED JUNE 24, 1999.
3. CONTOUR INTERVAL IS 1 FOOT.
4. THE GROUND CONTROL IS REFERENCED
HORIZONTALLY TO
NORTH -AROLINA STATE PLANE, NAD83
AND VERTICALLY TO
MEAN S--A LEVEL (MSL), NGVD29.58TOPY
.
ATERg
g
N
N f
E;---T,,-IVrE
AI'R 19 2000
DWQ
P$ZOrJ # .� to Z C
0 50 100 200 300 400 500
SCALE: 1 "=200'
PROJECT MANAGER
MAG
DRAWING SCALE
1"=200'
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
DICKSON
Raleigh, NC Asheville, NC
Engineers. Planners. Surveyors Columbia, SC Charlotte, NC
Landscape Architects Atlanta, GA Hickory, NC
RELEASED FOR
APPROVALS
BIDDING
CONSTRUCTION
DRAWN BY
JRM
PROJECT DATE
9/3/99
APPROVED BY
MAG
PROJECT NUMBER
90235.80
FILE NAME
3TORMTOPO.DWG
PLOT DATE
RECORD DWG.
THE HANSEN'S
s
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N( TE S:
1 . TOPOGRAPHIC INFORMATION BASED ON AERIAL PHOTOGRAPHY
DATED JUNE 10, 1999.
2. PROPERTY LINE INFORMATION TAKEN FROM A SURVEY BY
JAMES R. TOMPKINS DATED JUNE 24, 1999.
3. CONTOUR INTERVAL IS 1 FOOT.
4. THE GROUND CONTROL IS REFERENCED HORIZONTALLY TO
NORTH CAROLINA STATE PLANE, NAD83 AND VERTICALLY TO
5 A MEAN SEA LEVEL (MSL), NGVD29.
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REV. SWEI 980820-ADD PH 1 LOTS, AMENITY CENTER, REVISE IMPERVIOUS AREAS
8/31/00
2
DWQ ADDITIONAL INFORMATION RESPONSE
4/13/00 _
1
1 DWQ ADDFnONAL INFORMATION RESPONSE
.
REV. NO.
-12/13/99
I DESCRIPTION
. DATE ,
�' REMSIONS
ROJECT MANAGER
"P-
MAG
DRAWING SCALE
1"=200'
909 MARKET STREET
WK WILMINGTON, NC 28401
M M [phone]
DICKS01M Raleigh, NC Asheville, NC
Engineers Plannws Surveyors Columbia, SC Charlotte, NC
L4ndscape Architects Atlanta, GA Hickory, NC
RELEASED FOR
-----
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s
APPROVALS
DRAWN BY
JRM
9/3/99
BIDDING
APPROVED BY
MAG
PROJECT NUMBER '
90235.80
RLE NAME
I STORMTOPO.DWG
--
PLOT DATE
RECORDDWG.
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8840 OLD GEORGETOWN RD
SUNSET BEACH, NC 28470
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THISTLE GOLF CLUB
BRUNSWICK COUNTY, NC

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