SW8971223_APPROVED PLANS_20080818

2
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 I 2
DOC TPE
❑� CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 0 6 R 0?I �
YYYYMMDD

BALD HEAD
ISLAND MARINA
GREEN TEAL
TRAIL --
EAST BALD
HEAD WYN"
BALD HE
VICINITY MAP
NOT TO SCALE
ITE
NORTH BALD
_.HEAD WYND
L52 L53 L i Ce,,,k7
L51 O O p L54 L14
L50 Ov.
L49 O 3
L48 Q
FOREBAY
L47
O
EcXIST'ING
L46 POMD
O {
L45
t ,"> 4
r t � .� M• N
LINE TABLE
LINE
LENGTH
BEARING
L1
18.74
S60°53'130E
L2
7.62
S40°32'05'W
L3
14.92
S00°09'28"W
L4
30,54
N36025'370E
L5
19.12
S11057'22"W
L6
5.10
N14°521080W
L7
15.28
N14°52'08"W
L8
23,51
S38°45'35"E
L9
21.58
S63°22'280E
L10
20.46
S78°32'16"E
Lll
19.92
N87058'52"E
L12
16.38
N74°43'48"E
L13
35.94
N63050'26"E
L14
7,84
S11050139"W
L15
11,94
S05°03'30"E
L16
11.40
S21°26'30"E
L17
15.33
S09°30'050E
L18
14.86
S18025'01'W
L19
7.02
S36024'30'W
L20
14.17
S82022'58"W
L21
31.19
S70°02'18'W
L22
15,75
S59°43'37"W
L23
11,88
S33°10'36"W
L24
10.80
S77°42'35'W
L25
8,07
S54023122'W
L26
11.89
S36°38'26'W
(kv
5��65 00'
NEW S" DIA. S.W PIPE (TYP.)
PLAN REVISION ROOFLINES
EXISTING BULKHEAD
ALONG 404 LINE
L22
�"� 2 -C� L24 L28 L29
L25 L27
L26
Y
WETLANDS
- L32
OYSTER a
ROASTER
LOT LINES (TYP.)
t
:e� I EXISTING L35
SHEDS
iCY
1 7 F
NEW BRICK/PAVERS
(7yP.)
NOTE: Existing Loop Road (7175 sf, Hatched) and Cart Parking (2 x 1176 sf = 2352 sf, Hatched) are
counted in the On -Site Streets and On -Site Parking Categories of the SW8-971223 mod Stormwater
POND OVERFLOW PIPE I Permit, and does not count against the allowable impervious for Lots QM1, QM2 & Qv3.
L27
15.7
S10°07'49"W
L28
15,.'
S14°35'34"W
L29
114q 1
S30003'44"W
L30
14,75'
S46°56139"W
L31
6 8-�
N86°07'28"W
L32
27.Cf
S68045'34'W
L33
7,5-
S86°37'02'W
L34
15.7-
S68029147'W
L35
42 E5
S64°17119'W
L36
15 65
S55°09101"W
L37
15 _�
S43054'35"W
L38
15,4;
S36007'24"W
L39
38.(1
S49°18'48'W
L40
30,/: 1
S65°39'43"W
L41
15,C-
S78°58'05"W
L42
14 9-
N84004125OW
L43
1'_9-
N77°58'01"W
L44
I'A-
N89°10'20'W
L45
5' 6-
N70°45'11"E
L46
5S.C.
N79°58'42"E
L47
27.0C
S84°11'50"E
L48
7 CM
S67005'08"E
L49
T 3-
S28040'30"E
L50
17 7-
S02042145"E
L51
18 7
S11026'53"W
L52
l7,":
S22°10'58"W
L531
22 7"
S31031110"W
L541
206
S41°13'21"W
' QM1
L39 6400 SF
iR� `gig
L40
L42
i L43
L44
�56 17 •.
MARINA BULKHEAD
BALD HEAD ISLAND MARINA
Horizontal Storm Drains Per Notional Plumbing
Code
& NC Building
Code
Max Impervious Tributary Area
1 "8w&5
Pie Size: 1/8" slope 1/4"
slope
1/2" slope
3" 822 sf 1160
sf
1644 sf
4" 1880 sf 2650
sf
3760 sf
6" 5350 sf 7550
sf
6680 sf
8" 11500 sf 16300
sf
23000 sf
1. NEW BUILDINGS ON QM1, QM3 & QM4 TO
BE PROVIDED WITH GUTTERS
AND LEADERS,
SIZING PER NC BUILDING CODE/NATIONAL
PLUMBING
CODE.
2. VERTICAL LEADERS TO BE CONNECTED
TO HORIZONTAL
LEADERS,
MIN SIZE PER A50VE
SCHEDULE, BASED ON PIPE SLOPE, OR DIRECTED TO
SPILL OUT TO
SURFACES SLOPED TO
EXISTING STORMWATER PIPING SYSTEM IN
KEELSON ROAD.
QUARTER
MASTER
ROW PERMITTED
LOT QUA PER 11-6-07 APPROVED
PLAN
MOD
AND THIS PLAN REVISION
AP ROVED BUA
LOT #
LOT AREA
'1-6-07
ROOFLINE
BUA
PAVERS/SIDEWALK
OTHER
FUTURE TOTAL
QM1
15127
SF
9250 SF
6400
SF
2750
SF
100
SF
9250 SF
QM2
34540
SF
'1760 SF
5150
SF
6020
SF
590
SF
11760 SF
QM3
32332
SF
23750 SF
15400
SF
8100
SF
250
SF
23750 SF
QM4
5557
SF
5557 SF
1700
SF
1000
SF
500
SF
2357 SF 5557 SF
DTAL 87556 SF 50317 SF 28650 SF 17870 SF 1440 SF 2357 SF 50317 SF
NOTE: LOTS QM1 & QM3 ARE PERMITTED FOR 33000 SF IMPERVIOUS FOR THE TWO
LOTS. WITH THIS PLAN REVISION WE ARE SPLITTING IT TO 9250 SF FOR LOT QM1;
23750 SF FOR LOT QM3 DEED RESTRICTIONS WILL BE UPDATED TO THESE NUMBERS.
NOTE: LOT QM2 (EXIS- NG TENT SITE) 11760 SF ALLOWABLE IMPERVIOUS DOES NOT
INCLUDE THE ROAD AND zDARKING WHICH ARE INCLUDED IN THE STREETS AND PARKING
OF THE OVERALL SW8-9-1223 MOD (APPROVED 11-6-08) PERMIT
• �• k
9250 SF
11760 SF
23750 SF
5557 SF
50317 SF
1 /,Ll
'
QMAdA
QMAdB
850 SF
850 SF
QM4B
NEW
CROFTER/TOWER
?W RAISED WOOD DECK
NEW MIN 4" DIA. HOR6 LEADER
RUNNING BELOW RAISED
WOOD DECK
TIE IN TO CART BRIDGE
(SW8-070805)
r
EXISTING CATC H BAS!NS IN CENTER
OF KEELSON ROW (33"x3611 TYPJ
I S " DIA. PIPE TYP.
VRTW ` A IOLINA EN0RCNtMCN AI_
Mt P G 1ENT CC�MjVg$SICj J
NA
30 0 30
SCALE IN FEET
1 INCH = 30 FEET
60 90
F:\PLAN\IMAGES OGO-BV.tW I
BALD HEAD ISLAND
PLANNING DEPT.
JV 1
GGa(j6Eyyi, 0 '.
O �r -
� a=
•.c1,q, o
f 4
BRUCE MAR9KP.E.
5489 EASTWIND RD
WILMINGTON
NORTH CAROLINA
28403
[phone]
REVISION DATES
8.8-08 ISSUE
QM 1, QM3
18.12-08
FLOW ARROWS
U)
w
as
I z
as
1=0 ~
a
�z{ z a
1.�.1 ~
Mgt
w
W U
0 w ►0
VJ
OWN O
M
m
W
U)
U
z
0
z
SWS-971223 MOD
PLAN REVISION
SAYS
NOTE: METES/BOUNDS ARE INTENDED TO FOLLOW THE
MARSH -SIDE OF EXISTING BULKHEAD(S)/COASTAL
WETLAND/404 LINE EXCEPT AT OBVIOUS DEVIATIONS
NOTE: ALL PROPOSED IMPERVIOUS IS UPLAND OF MARSH -FRONT BULKHEAD.
Sw1&Wnw a11607
APPROM Moo MAsTeM Dw

Modification to June 2, 1998 NCDENR Stormater Permit
SUMMARY OF HARBOR VILLAGE LOT BUILT UPON ASSESSMENTS
LOT #
LOT
TO
TO LOW
LOT #
LOT
TO
TO LOW
IMPERVIOUS
POND
DENSITY
IMPERVIOUS
POND
DENSITY
HV1A
3242 sf
3242 sf
0 sf
HV18
2060 sf
1138 sf
922 sf
HV1B
2881 sf
2881 sf
0 sf
HV19
2165 sf
1202sf
963 sf
HV2
4150 sf
4150 at
0 sf
HV21
4315 sf
3649 sf
666 sf
HV3A
3584 sf
3154 sf
430 sf
HV22
2745 sf
2745 sf
0 sf
HV3B
4650 sf
1350 sf
3300 sf
HV'23
3130 sf
1517 sf
1613 sf
HV5
3030 sf
1420 sf
1610 sf
HV24
2165 sf
1203 sf
962 sf
HV6
2885 sf
2885 sf
0 sf
HV25
2165 sf
1203 sf
962 sf
HV7
2715 sf
1478 sf
1237 sf
HV26
1835 sf
845 sf
990 sf
HV8
4005 sf
2130 sf
1875 sf
HV27
2620 sf
1381 sf
1239 sf
HV9
2120 sf
1217 sf
903 sf
HV28
2515 sf
1377 sf
1138 sf
HV10
3290 sf
2380 sf
910 sf
HV29
1815 sf
1027 sf
788 sf
HVt 1
1520 sf
892 sf
628 sf
HV30
2515 sf
1377 sf
1138 sf
HV12
1615 sf
925 sf
690 sf
HV31
1865 sf
1052 sf
813 sf
HV13
1615 sf
925 sf
690 sf
HV86
3000 sf
2505 sf
495 sf
HV14
1615 sf
925 sf
690 sf
HV87
3000.sf
2406 sf
594 sf
HV15
2985 sf
1550 sf
1435 sf
HV16
1710 sf
/74 sf
936 sf
r'
HV17
1465 sf
852 sf
613 sf
SUBTOTALS:
49077 sf
33130 sf
15947 sf
37910 sf
24627 sf
13283 sf
TOTAL LOT BUILT
UPON AREAS DRAINING TO POND = DA#1 =
57757 sf
1.33 acres
TOTAL LOT BUILT
UPON AREA DRAINING TO LOW DENSITY AREA = DA#2 =
29230 sf
0.67 acres
TOTAL LOT BUILT
UPON AREA =
86987 sf
2.00 acres
Note: this is an
increase of
2200 sf
imperdous to DA#1
(_draining to the pond)
1998 Permit Original Numbers that have changed above.
HVI 6123 6123 0
HV3 8235 4504 3730
HV86 1800 1305 495
HV87 2000 1406 594
Notes: Lot 1 Harbor Village was split into lots 'IA & 1 B for construction of a Duplex. Lot vvas/is 100% impervious.
Lot 3 Harbor Village was split into lots 3A & 313 for construction of a Duplex. Lot impervious has been split.
Lot 86 Harbor Village was was enlarged after addition of new bulkhead along Coastal Wetland Line
and 1200 sf impervious area added to the high density (pond) portion of the lot.
Lot 86 Harbor Village was was enlarged after addition of new bulkhead along Coastal Wetland Line
and 1000 sf impervious area added to the high density (pond) portion of the lot.
NEW AREA #2
11507 SF n 0.26 AC
WEST SIDE
KEELSON -
772X4=3088
SF
!`•.%EST SIDE
KEELSON -
95X6=
570
SF
WEST SIDE
KEELSON -
90X4-
360
SF
WEST SIDE
KEELSON -
110X5=
550
SF
WEST SIDE
KEEL, -
/55x4=1020
SF
EAST SIDE
KEELSON -
1151X4-4604
SF
ti^:.IriD'vi/A.RD
'LEE+kiV,' eD
- 4_0 (4-
1680
SF
TANBARK
COURT -
190X4=
760
SF
EXISTING SIDEWALKS -
12632
SF
PROPOSED
TOTAL -
13068
SF
PARKING CALCULATIONS:
WEST SIDE KEELSON - 8726 SF
EAST SIDE KEELSON - 7296 SF
(INCLUDES TENT SITE)
OTAL - 16'022 SF
PROPOSED - 17000 SF 0.39 AC
LEGEND
LOW DENSITY AREA
HIGH DENSITY AREA
NE`."„ ARE,; #1
NEW AREA #2
KITCHEN - 860 SF
BATHP-.00HS - 860 SF
ENT 3240 SF
BRICK 320 SF
BACK DRIVEVVAY 470, -F
EXISTING TOTAL - 1098" -=
PROPOSED TOTAL - 11 3_ SF
QUARTER MASTER ROW LOT BUA:
LOB
LOT IMPERVIOUS
TO POND
OV?
11760 SG
11760 SF
QM1,QM3
33000 SF
33000 SF
/
` MA(4A-, 4B)*
5 5j: SF
{.CSC i SC
*Proposed
TOTAL
50317SF
5031� SF
HIGH DENSITY
PROJECT AREA
NOTE: LOT Qt.12 7175 Sr -I -P ROAD PLUS
2352 SF PARKING INCLUG-1 ih1 ON -SITE
STREETS AND ON-SITF P-OLING
MEAN_ HIGH WATER
TO LOW DENSITY
0 SF
0 SF
0 SF
0 SF
S 8-971223 MOD OCT. 16, 2007
DRAINAGE AREA # 1: SC WATERS
IMPERVIOUS AREA
ON -RIFE LOT BUA 120274 SF
2.76 AC
ON -SITE PAVEMENT
53143 SF
1.22 AC
ON -SITE PARKING
17000 SF
0.39 AC
ON -SITE SIDEWALKS
13068 SF
0.30 AC
OTHER ON -SITE
O SF
0.00 AC
OFF -SITE
O SF
0.00 AC
IMPERVIOUS (ORIG'+.41)
203485 SF
4.67 AC
AREA (ORIG +.32 AC)
303613 SF
6.97 AC
IMP %
67.0%
a007 EXISTING CONDITIONS
SW8-971223 MOD AUGUST 7, 2007
TOTAL PROJECT
IMPERVIOUS AREA
ON -SITE LOT BUA
55067 SF
1.68 AC
MARINA EDGE BLDGS
7433 SF
TENT SITE
10680 SF
ON -SITE PAVEMENT
52241 SF
1.20AC
ON -SITE PARKING
16022 SF
0.37 AC
ON -SITE SIDEWALKS
12632 SF
0.29 AC
OTHER ON -SITE
0 SF
0.00 AC
IMPERVIOUS
154075 SF
3.54 AC
AREA (ORIG +.32 AC)
437342 SF
10.04 AC
IMP %
35.3°%
ORIGINAL
PERMIT"
SW8-971223
JUNE 211998
DRAINAGE AREA
# 1: SC WATERS
IMPERVIOUS AREA
ON -SITE LOT BUA
55557 SF 1.63 AC
MARINA EDGE BLDGS
15337 SF
ON -SITE PAVEMENT
57128 SF 1.31 AC
ON -SITE PARKING
O SF 0.00 AC
ON -SITE SIDEWALKS
10679 SF 0.25 AC
OTHER ON -SITE (FUTURE)
48000 SF L I O AC
TOTAL IMPERVIOUS 186701 SF 4.29 AC
TOTAL AREA 289674 SF 6.65 AC
IMP % 64.410
LOW DENSITY
PROJECT AREA
LINE TABLE
LINE
LENGTH
BEARIN(_:
I INF
LENGTH
BEARING
CI
19.69
S6W53`41 "E
L17
11.94
S05`0.3'58"E
L2
10.06
N22'45'02"E
L18
11.40
S21'26'58"E
L3
?0.00
SO0"53'41"E
L19
15.33
S09'30'33"E
L4
10.00
SO0'53'41 "E
L20
14.86
S18'24133"W
12.39
S423"E
Al"
2
1 6
13.86
`=44'59'41 "E
L22
14.17
ft: "^ ;'30 W
L7
16.66
S3925'17"E
L2-5
1F,.75
S59'43'09 "IA I
L8
10,65
S09`50'10"W
L24
11.88
S33Y10'08"VV
L9
7.04
S67`05'36"E
L25
10.80
S77`42'07"W
L1 U
32
S2d 4'U 58"E
?F
8.:D
54`22 �D4'W
L11
17.75
S02 43'13"E
L27
11.89
S35.37 57"N
L1 2
18.73
S11 `26'25"W
L28
14.94
S30°03'16"W
L13
19.51
S2210'.50"W
1_29
14.75
S46'56'1'1 "W
L14
22.74
S31'30'42"W
L30
6.84
N86'07'56"W
L15
20.63
S41 "12'53"W
L3"1
15.93
S41'44'15"A'
L16
S'I l -5UI i "VV
L32
18.84
S41'42'05W
BALD HEAD CREEK
18-88-8.4
x L [
ON -SITE LOT BUA
OIL! -SITE STREETS
ON -SITE PARKING
ON -SITE SIDEWALKS
OTHER ON -SITE
OFF -SITE
TOTAL IMPERVIOUS 29230 SF 0.67 AC
TOTAL AREA 133745 SF 3.07 AC
IMP % NO CHANGE 21.8%
SWS-971223 JUNE 2, 1998
DRAINAGE AREA 2: SA WATERS
IMPERVIOUS AREA
ON -SITE LOT BUA
ON -SITE STREETS
ON -SITE PARKING
ON -SITE SIDEWALKS
OTHER ON -SITE
OFF -SITE
TOTAL IMPERVIOUS
TOTAL AREA
IMP %
29230 SF 0.67 AC
133729 SF 3.07 AC
21.8%
NOTE: METES/BOUNDS ARE INTENDED TO FOLLOW TO
MARSH -SIDE OF EXISTING BULKHEADS)/COASTAL
WETLAND/404 LINE EXCEPT AT OBVIOUS DEVIATIONS
MARINA FRONT
LTR.
UNIT DESCRIPTION
NOMINAL SIZE
ROOFED AREA ADDITIONAL IMP.
TOTAL fMP.
EXIST 8-2007
A
B
C
D
SAILING CLUB (MARINER'S PORT)
GAZEBO
GAZEBO
BAT H HOUSE ADDITION
LETTER OF REFINEMENT 4/ 5/ 2006
N/A 324 SF 120 SF
1 800 SF
444 SF
1 800 SF
1210 SF
344 SF
N/A 324 SF 120 SF
84 SF 668SF 120 SF
LETTER OF REFINEMENT 12 /27", 2000
444 SF
788 SF
E
F
EXIST. BATH HOUSE/KIOSK
GARAGE
1210 SF
512 sF
168 sF
224 SF
1 20 sF
G
MooN/STAR UNIT W / STORAGE
LETTER OF REFINEMENT 4/5/2006
1 500 SF
1 500 SF
H
I
J
1 BR UNIT
1 BR UNIT
1 BR UNIT
1 BR UNIT
248 SF
432 SF
432 SF
120 SF
800 SF
552 SF
248 SF
248 SF
248 SF
120 SF
800 SF
552 SF
552 SF
552 Sr
432 SF
432 SF
120 sF
1 120 SF
BOO SF
800 S F
K
L
EXIST. GAZEBO
CUPOLA/RANGE LIGHT
N/A
N/A
371 SF
N/A
371 SF
371 SF
7-At33 sr
IVI
N/A
500 SF
500 SF
600 SF
N SAIL CLUB SHEDS 2 - 12'x12' 288 SF 312 SF
I c- i I rvq F:- ;F zz i <=Do u _-E; I i A T--j 1--c ir- a
1 1369 5F
PF_�Fzmrrr>=L�:) ImF-E_�1=zvfotjs I E3337 Cc�- 1-:® To
122005
12200SF
SW8.971223 MOD OCT. 169 2007
TOTAL'PROJECT
IMPERVIOUS AREA
ON -RITE LOT BUA
149504 SF
3.43 AC
ON -SITE STREETS
53143 SF
1.22 AC
ON -SITE PARKING
17000 SF
0.39 AC
ON -SITE SIDEWALKS
13068 SF
0.30 AC
OTHER ON -SITE
0 SF
0.00 AC
OFF -SITE
O SF
0.00 AC
IMPERVIOUS (ORIG+.4.1)
232715 SF
5.34 AC
AREA (ORIG +.32 AC)
437358 SF
10.04 AC
IMP I
53.2%
ORIGINAL
PERMIT
SWS-971223
JUNE 2, 1998
TOTAL PROJECT
IMPERVIOUS AREA
ON -SITE BUILDINGS
84788 SF
2.30 AC
ON -SITE PAVEMENT
57128 SF
1.31 AC
ON -SITE PARKING
O SF
0.00 AC
ON -SITE SIDEWALKS
10679 SF
0.25 AC
OTHER ON -SITE (FUTURE)
48000 SF
1.1 O AC
MARINA EDGE BLDGS
15337 SF
0.00 AC
TOTAL IMPERVIOUS 215932 SF 4.96 AC
TOTAL AREA 423403 SF 9.72 AC
IMP % 51.0%
HV LOTS 3A,3B,7,10.15,25,28,29,31,86 & 87
HAVE NOT YET BEEN BUILT: 8-2007
60 0 60
� CaEE IN FEET
1 ii ICEi - 60 FEET
120 180
BALD HEAD ISLAND
PLANNING DEPT.
J � I&
:� 111 ✓
BRUCE MAREK P.E.
P.O. Box 3069
BALD HEAD ISLAND,
NORTH CAROLINA
28461
[phone]
REVISION DATES
1 9.25.2007
ADDED COLOR
& LEGEND
2 110-16.2007
LOT LABELIF
IMPROVED &
COORDINATI
(AREAS
�3
C1

LINE TABLE
LINE
LENGTH
BEARING
Ll
18.10
NO ' 0'46"E
L2
22.07
04-19-05"W
0
46.22
N27'5 -22"
L4
25.38
02'29'1 "W
L5
17.09
78-21-44'
L6
51.61
N04'22'1 "W
L7
30.76
N3 '39'50"
L8
37.43
N53'05'35"E
L9
41.04
N6615'030E
L10
38.87
N61040'06"E
L11
43.11
N5714'08"E
L12
16.34
66-22.20"
L13
16.72
O'56'27"E
L14
12.36
N27'00' "
L15
41.12
63'16'58"E
L16
44.16
85-18-45"
L17
21.37
S78'10'O6"
L18
38.21
S30'17'21"E
Li9
27.99
S59'25'2 "E
L20
13.03
S78'29'11"E
L21
29.64
N82'32'37"E
L22
29.04
81'55'24"E
L23
23.06
S36'39' 7'
L24
21.10
S05'03103"
L25
18.57
S55'3 'S3"E
L26
17.20
40'46' 0"E
L27
39.36
03 5'34"E
L28
34.72
9'15'30"W
L29
42.96
N67'04'25"E
L30
28.52
N59'58'33"E
L31
41.34
N54'23'10"E
L32
38.89
N72-19-13"
1-33
13.03
32-34-00"E
L34
36.67
N50'05'37"E
rl
x !
Y}11
yy13q"�oa"ti'
I 1.
5 py� 1
U t,,tt
t ci3.
a;
x,� r

6, TOP OF POND
ELEV: 7.10
LANDSCAPING
STRIP (MIN) /
1
VEGETATIVE SHELF
PLANT AND STABILIZE
WITH WETLAND SPECIES
IA
BULKHEAD RETAINING WALLS
1" PONDED SURFACE ELEV: 6.08
DESIGN SURFACE ELEV: 3.90
POND BOTTOM RED D
ELEV: -3.6
POND SECTION
NOT TO SCALE
TOP OF PERIMETER VEGETATIVE SHELF
RETAINING WALL SLOPE: 6HAV-&WIDE
(1995 RULES)
1 INCH STORAGE LEVEL V TOPOFFOREBAY WALL
flLr ELEVATION: 6.08 MSLII I'POND DESIGN SURFACE
III I ELEVATION: 3.9 MSL
EL; ( BOTTOM: -3.6 MSL
SECTION POND SLOPE (3H:1V)
OUTLET PIPE
O
M
FOREBAY WALL DESIGN
NOT TO SCALE
PLAN
6'
LANDSCAPING
STRIP (MIN)
1
SHWT tZFMSL
NOTE:
TRASH SCREEN TO BE #4 REBAR @ 6"
O.C., E.W. WELDED TO 3x3x118 ANGLE
WOOD FRAME: HOT DIP AFTER FABRICATION
1-1i2" SCH. 40 PVC PIPE
ORIFICE DIA. 1.61"
TRASH SCREEN
SECURED TO BOX
TOP OF OUTLET: 6.08 _ --
1"STORAGE
CLEANOUT CAP
PERMANENT POND_
4" SCH. 40 PVC 12"
_ORIFICE INVERT:
_
a Z_1-1l2" SCH. 40 PVC
SECTION
POND OUTLET DETAIL
NOT TO SCALE
WORKING DEPTH: -3.6
POND PHOTO "A"
POND PHOTO "B"
w
POND PHOTO "C"
5,1' N74d52
15.3' N74d52
TO MARINA
SC WATERS
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PHOTO "A"
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MARINA
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STRUCTURE
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to
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7.0' S67d5'E
'.3' S28d40E
,'%vvo'
BALD HEAD ISLAND
PLANNING DEPT.
BRUCE MAREK P.E.
P.O. Box 3069
BALD HEAD ISLAND,
NORTH CAROLINA
28461
[phone]
REVISION DATES
1 9.25-07
ADDED SHEE1
WITH POND
DETAILS
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DECEIVED
MAR 2 3 2006
DWQ
PROD # Sw,3 cn ZZ 3
Keelson Row
40' Public Right -of -Way
Moon/ Star Unit and Storage
Lot Area 1879 s.f.
Impervious:
Totals
Bldg. Roofline:
2 @ 510 sf = 1020 sf
Storage Roofline:
= 220 sf
Pavers/Patio Shown:
= 260 sf
Totals:
= 1500 sf
Allowable:
1000A = 1879 sf
Design %
1500/ 1879 x 100 = 79.83%
Wd Head Wand
Planning
BHI NC
28461
910 457 7515
Irate Harek, P.]
PO BOX 306
BHI NC
28461
Release Dates
1 ust Issue
I[]
NORTH CAROLINA ENVIRONMENTAL
MANAGI-MFNT P,O'M,"SS!0N
DIVISION OF WNI LR OLIAL1 i Y
12 --A P 2- ?CDo
For: Harbor Village Eastem Basin Lots CAMA Major 191-86
Imperviws Allotments Per SW8-971223
Approved Rev. June 2, 1998
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For:
Bald Head Island
Planning
BHI NC
28461
910 457 7515
Imes Mamk, P.R.
PO BOX 3069
BHI NC
28461
Release Dates I
Catch Basin
_______________________________________________________
k'�° �� � m Sailing Club Complex
rrr / / Lot Area 3600 s.f.
r Impervious: Totals 6a1d 11eM Is eM
Bldg. Roofline: 1143 + 459 = 1602 sf / For: Harbor Village Eastern Basin Lots CAMA Major 191-86 g• w
M ` `• � �� �( Impervious Allotments Per SWS-971223 Pavers/Patio Shown: = 25 sf O 0o
// Approved Rev. June 2, 1998. Mein ' �
d/ Engineering and Associa s Drawing Other: = 163 sf y
. . . . . . . . '.... 1`�: �•\ // �y 5005 Sht. 3 Totals: = 1800 sf y N
e,
u-, C Design % 1800/3600 x 100 50.0% y -e b `!
p Allowable (Conservative): 50% of 3600 = 1800 sf j
�. �� �\,11C , : �• `,`'tee' � �'•
RECEIVEDxx
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MEAN HIGH WATER (MHW)
LOWlu _" T Y
U E NO`
r"OJECT -An REA
EXCAVATION NOTICE:
PRIOR TO EXCAVATION. TI-E CONTRACTOR SHALL PROVIDE
PROPER NOTICE TO TI-E FOLLOWING UTILITY COMPANIES IN
CONFORMANCE WITH THE IMERCROU D DAMAGE PREVENTION
ACT'. LATEST REVISIDPL
POWER CAROLINA POWER AND LIGHT
TELEPHONE:SOUTHERN RR I
GAS
CABLE TV:
WATER BALD HEAD ISLAND UTILITIES
SEWER BALD HEAD ISLAND UTILITIES
OTHER
I 1 �
E .
N
tm
PROJECT
EXIST &A ISLmtJ
00
VICINITY MAP
GENERAL NOTES:
L ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE. COUNTY
AND LOCAL BUILDING CODES.
2. SITE INFORMATION FURNISHED BY OWNER. ELEVATIONS REFER TO
MEAN SEA LEVEL IMSLI.
3.. THIS SUBMITTAL CDNTAINS A PORTION OF PRIOR PERMITTED DEM
PROJECT AREA_ PERMIT NO. SW8 960102. APPROVED FEBRUARY 19.
1995. REMAINDER OF PRIOR PROJECT AREA PERMITTED UNDER PROJECT
ND. SW8 9?0625 DATED AUGUST 12. 1997.
4. REFER TO SUPPORTING DOCUMENTS FOR ADDITIONAL SITE INFORMA-
TION AND REOUIREMENTS.
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
�2-AA &
APPROVED
HOflTH CAROLINA ENVIRONYENL{I,
MANAGEMENT CONYISSION
DIVISION OF WATER �IIAUry
DO 2 74IJ 19 S L
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STORMWATER
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JUN 011998 D
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PVC - POLYVINYL CHLOR
-
OEO�~_ �oF
HARBOUR VILLAGE EASTERN RASINb6TS �12-10-97
BALD HEAD ISLAND, NORTH CAROLINA 1' = 100"
BRLMWICK COLNTY. NORTH CAROLINA
JKK
KLEIN ENGRIEERWG AND ASSOCIATES
322 Bourn 47H STREETSTREETJKK
WL
LQ Wl.IfXiiOf{ NO 2E101 Eip,t[T ,a
(M) 76a-7000 97005
PREPARED FOR: BM LIMfTED, INCORPORATED EII
P.O. BOX sm
BALD HEAD IS AND. NO 26461
(M) 457-73ft ff 4
V
a

BHI Marina Bathhouse Roof
HAK509 OVERVIEW
"10.1-Xv
R.w.�.J R�fRAn.0
51rEPtAN
scale.•1 "--10'
The Liyhdeeper (gift Shop)
Ice Cream Stare
------T-------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I
L-------------------------------------------------------------------------------
SS Keelson Kow
loft
Subject: BHI Marina Bathhouse Roof
From: "Bruce Marek" <[e-mail]>
Date: Tue, 11 Apr 2006 14:17:10 -0400
To: "'Linda Lewis"' <[e-mail]>
CC: "'Bruce Marek-Island"' <[e-mail]>, <[e-mail]>
Hi Linda,
With the 1.5' roof overhang, we come up with 988 sf of roofline for the marina bath house.
There is an additional 22 sq ft of sidewalk/pavers that is not part of the Keelson Row sidewalk, bringing the BUA
UP to 1010 sq ft.
There is a pretty substantial wood deck/handicap ramp, but that is all above grade/gaps between the boards
Over the marina electrical panels, we also have 2 roofed "Kiosks' of probably 6'x8' each, (sort of like the sign
board that Scott Greer did for his Eagle Project just outside of St. Marks. I was his project advisor, so somehow
he was influenced by the pictures of the Bald Head Island panel cover "kiosks". We are installing the new
A -dock slips this week, will probably need another kiosks to cover those panels also. The big slips are 3
phase, plus we have the single phase meters, so to be safe lets call it another 200 sf of roofed area for all 3.
You can take that of the allowable 15,xxx sf.
Hope this allows you to complete the review today.
Bruce Marek, P.E.
No virus found in this outgoing message.
Checked by AVG Free Edition.
Version: 7.1.385 / Virus Database: 268.4.1/307 - Release Date: 4/10/2006
PLANNING
DEPAKWENt
BHI PLANNIN&OEM
r. 0. xvi"
9AL19HEtOI9LANO, NC 2M61
(910)457-5
APPROVED l Lesc,vU„
NORTH CAROLINA ENVIRONMENTAL t
MANAGEMENT COMMISSION 2
DIVISION OF WATER QUALITY
i2-AP2_z
I
51rE
PLAN
4/11/2006 5:48 PM

FOR.'
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BALD HEAD ISLAND
PLANNING DEPT.
A B M D E E © [Ei ❑j a a
I ROOM III!
IMM
s = W
KEELSON ROW z
6
I�
40 0 20 40 80'�-
OVERALL SITE
(IN FEET) .
1 inch = 40 feet
BRUCE MAREK P.E.
P.O. Box 3069
BALD HEAD ISLAND,
NORTH CAROLINA
28461
[phone]
tD
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REVISION DATES
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20 0 r0 20 40
I L I I MME"'I c
(IN FEET)
7 inch = 20 feet
LTR.
UNIT DESCRIPTION
NOMINAL SIZE
ROOFED AREA
ADDITIONAL IMP.
TOTAL IMP.
A
SAIL CLUB/RETAIL
LETTER OF REFINEMENT 4/5/2006
1800 SF
B
Gazeeo
N/A
324 SF
120 SF
444 SF
C
GAZEBO
N/A
324 SF
120 SF
444 SF
D
BATH HOUSE ADDITION
84 SF
668 SF
120 SF
788 SF
E
EXIST. BATH HOUSE/KIOSK
LETTER OF REFINEMENT 12/27/2000
121 O SF
F
GARAGE
168 sF
224 SF
120 SF
344 SF
G
MOON/STAR UNIT W/ STORAGE
LETTER OF REFINEMENT 4/5/2006
1500 SF
H
1 BR UNIT
248 SF
432 SF
120 SF
552 SF
1 BR UNIT
248 SF
432 SF
i 20 SF
552 SF
J
1 BR UNIT
248 SF
432 SF
120 SF
552 SF
K
i BR UNIT
248 SF
432 SF
120 SF
552 SF
L
EXIST. GAZEBO
N/A
371 SF
N/A
371 SF
M
CUPOLA/RANGE LIGHT
N/A
N/A
5OO SF
5OO SF
INI>P'>ERViOLJ�
9609SF
PERMITI-ED IMPERVIOUS REF:SW8-971223
i5337sF

II
I� i
I
I
Bald Head Island
Planning Dept.
I
I
P.O. Box 3069
Bald Head Island,
North Carolina
J
I
I
28461
C,
3 C I
I
I
(
[phone]
�N
I�
X
(DCI)
°
CL
318 square feet New
decking to
match existing decking. Decking to
accomodate luggage
trollys.
Verify storage doors
will open out
o �
over deck.
10'-0"
2'-3"
I
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s
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8'-3"x12'-3"
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Material to be
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determined.
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Transportation
I
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Revision Dates
Storage ( I MARINA ENTRANCE
i Shed L
Concrete to
8'-3"x12'-3"
s 13-06 CAfgA permit
remain.
SLl,mltl,l
a ° Concrete ar Transportation
Asphalt
Storage
° a Shed
Roof line of
a
8'-3"x12'-3"
Existing
Luggage Racks.Fxistinq
+�-
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CA,,,
3
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cil
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For Letter
of Refinement
CAMA Permit #172-87
SITEPLAN
10 0
5 10 70
R�nECa=IVE=: ,
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SCALE: 1 " 10'
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SCALE: F = 100'
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MEN
EXCAVATION NOTICE:
PRIOR TO EXCAVATION. THE CONTRACTOR SHALL PROVIDE
PROPER NOTICE TO THE FOLLOWING UTILITY COMPANIES IN
CONFORMANCE WITH THE 11\11ERGROL UD DAMAGE PREVENTION
ACT-. LATEST REVISION.
POWER: CAROLINA POWER AND LIGHT
TELEPHONE: SOUTHERN BELL
GAS:
CABLE TV:
WATER: BALD HEAD ISLAND UTILITIES
SEWER: BALD HEAD ISLAND UTILITIES
OTHER:
m
MEAN HIGH WATER (MHW)
N
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VICINITY MAP
GENERAL NOTES:
PROJECT
No NGDoT RCNbS
EXIST 614 1SlRND
L ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE. COUNTY
AND LOCAL BUILDING CODES.
2. SITE INFORMATION FURNISHED BY OWNER. ELEVATIONS REFER TO
MEAN SEA LEVEL IMSL).
3. THIS SUBMITTAL CONTAINS A PORTION OF PRIOR PERMITTED DEM
PROJECT AREA. PERMIT NO. SW8 960102. APPROVED FEBRUARY 19.
1996. REMAINDER OF PRIOR PROJECT AREA PERMITTED UNDER PROJECT
NO. SW8 970625 DATED AUGUST 12. 1997.
4. REFER TO SUPPORTING DOCUMENTS FOR ADDITIONAL SITE INFORMA-
TION AND REQUIREMENTS.
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Dau
swmrraw P«mH Notrj_L oc?.7 I ZZ 3.
�a
�LLURMAIATER
D E C E I V E D
JUN 011998
_DEM
PROJ # �'ti�%IL2�
LEGEND
EXISTING ITEM NEW
RIGHT-OF-WAY/PROPERTY LINE
L _ T_;_j BITLMINOUS PAVEMENT
CONCRETE PAVEMENT
BUILDINGS
-----w------- WATER LINE W/ VALVE
WATER SERVICE
------s-----0 SANITARY SEWER W/ MH
SANITARY SEWER SERVICE
------ w----- STORM DRAIN
— — — — — — EASEMENT
FORCE MAIN
------ 6 ------- CONTOLIR --{6�—
ABBREVIATIONS:
LF - LINEAR FEET RCP - REINFORCED CONCRETE PIPE
INV - INVERT CMP - CORRLILiATED METAL PIPE
TS8V - TAPPING SLEEVE AND VALVE DI - DUCTILE IRON
PVC - POLYVINYL CHLORIDE
HARBOUR VILLAGE EASTERN BASIN LOTS
BALD BEAD ISLAND, NORTH CAROLINA
BRLRJSWICK COUNTY. NORTH CAROLINA
a�
12-10-97
SCAM
1- = 100'
JKK
KLEIN ENGINEERING AND ASSOCIATES 22 ci JKK
8SOUTH 4TH STREET
WLMNQTON, NC 284M PROLEU Ia
(M) 7a3a0oo 97005
PREPARED Fort: BM LIMITED, INCORPORATED SHET Na
P.O. BOX SM
BALD HEAD MAW, NO 284M
LMI asp-"N Lr 4

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NDT TO SCALE \
3F DIA. 295 LF D 0109
(TOTAL LENGTH TO NEXT
DOWNSTREAM W-ET)
17
PROJECT AREA TO BL LK EAD
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LOT OWNED BY OE
ASSUME M. BUL
. . . . . . . . . . . . . . . . . . .
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GRAPHIC SCALE: 1' = 40'
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MEAN HIGH WATER MW
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SEDIMENTATION AND EROSION CONTROL NOTES:
L ALL, CONSTRUCTION SHALL BE IN ACCORDANCEAND LOCAL
REOUIREMENTS,
17 EROSION CONTROLPRACTICES .. 7■ AND MAINTAINED
TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF TI-E SITE ALL DISTURBED AREAS
SHALL BE NOWEROSIVE AND STABLE WITHINII- ii WORl<M DAYS OR M
CALENDAR DAYS AFTER CONSTRUCTION. WHICHEVER IS SHORTER
3. CONSTRUCTION ^ ! 7 r
INSTALL GRAVEL CONSTRUCTION ENTRANCE
INSTALL SLT FENCING
COMPLETE GRADING OF -■ ■ AND INSTALLATION OF 'I'I
STABILIZE AND ALL DENUDED AREAS AND SIDESLOPES
4. E.
D. MULCH - 2 TONS/ACREr-
E. ANCHOR ■GALS./ACRE
^77■ING: TEMPORARY SEEDING
SUMMER r7-. POUNDS PER ACRE
WINTER - RYE GRAIN. IM POUhlOS PER ACRE
NOTE OVERSEED WINTER PLANTP40S OF RYE WITH K013E LESPEDEZA IN MARCH F
GRADING NOTCOMPLETE
PERMANENT SEEDING MIXTURESc
SPRING OR FALL - TALL FESCUE IM LBS PER ACRE
BAHIAGRASS 25 LBS -7- ACRE
RYE GRAIN 40 LEIS PER ACRE
6. MAINTENANCE EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPFXTED
77 ■ AFTER EVERY RU40FF'.■ 1 1 E NEEDED -.7' JRS
WILL BE MADE IMMEDIATELY. TOPORESS TEMPORARY SEEDM WITH 50 LBS PER ACRE
OF NITROGEN1 -.r ■ 7- IS NEEDED THROUGH THE FOLLOWING7-
7 MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE 3 HORIZONTAL TO ONE (1)
VERTICAL UNLESS OTHERISE INDICATED OR DDECTED.
^771:7■ PREPARA. ATION:
COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES ■77- ■ 7- ADVERSE
^„
■ ■ ■ i. IF APPLICABLE
C. REMOVE ALL I ROCK ROOTS. AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UN97ORK
D. APPLY AGRICULTURAL■ SUPERPHOSPHATE UNIFORMLYAND
MIX WITH
SOIL tSEE:7 1
E. CONTINUE TILLAGE UNTIL. A WELL -PULVERIZED. FIRK REASONABLY UNIFORM
EEDBE ■ IS
DARED -.7■ ■ • 04CFIES DEEP.F. ON A FRESHLY PREPARED ANDCOVER LIGI-fTLY WITH SEED
WITH SEEDING ! II- 7 ■ - CLLTIPACJ< AFTER ^77■
INSPECT11 MULJCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
H. ^77■7■AREAS AND MAKE NECESSARYREPAIRS OR RESEED140S
WTTFlN THE
PLANTING SEASON. IF POSSIBLE IF STAND SHOULD BE OVER 60Y DAMAGEDL
REESTABLISH
FOLLOWING ORIGINAL 7' TIT AND SEEDING
L CONSU-T CONSERVATION INSPECTOR ON MA� TREATMENT AND
FERTILIZATION
AFTER PERMANENT C■ 7- IS ESTABLISHEa
HARBOUR VILLAGE EASTERN BASIN LOTS
BALD HEAD ISLAND, NORTH CAROLINA
ElRUNSWCK COWTY. NORTH CAROLWA
J
P Am F m BH Lam, MOORPORATED
P.O. BOX SW
BALD FEAR FSLAW NO 2UN
(YID) 407M
ate:
12-11-97
1' = 40'
mwa
QK
KK
97005
ff

TONE SHALL CONSIST
F NCDOT CLASS A
IP-RAP STONE
5' (MIN
SECTION A -A
mmNOTES:
I. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6'.
2. IN WELL-DEFINED CHANNEL. EXTEND APRON UP THE CHANNEL BANKS
TO AN ELEVATION OF 6- ABOVE THE MAX. TAILWATER DEPTH OR THE
TOP OF THE BANK. WHICHEVER IS LESS.
3. FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIP RAP AND SOIL.
C RIP -RAP DETAIL
NOT TO SCALE
OE«IIG 1 /
30" DIA. 42 LF
a 0.25%
404 WETLAND
AREAS.
- 30" DIA. 296 LF a 0.10i
(TOTAL LENGTH TO UPSTREAM
INLET)
\T
30 DIA. 118 LF•a 0.1
35' MIN. 15'
CONSTRUCTION
24DIA RCP. 12 LF a
STORM DRAIN
MANHOLE FRAME AND
z GRATE (WHERE INDICATED)
f
lP �
30" DIA. 12 LF a 0.17/
(INCLUDES FES) \
FLARED END•
:INV IN: -2.47 U /
24' DIA RCP: IQO LF. a
STORM .DRAIN MH
TOP: • 8.0 r /
INV: 3.05 .
24" DIA RCP. 100 LF a 0.20%
ORIFICE INVERT: 3.60
BOTTOM OF OUTLET: 3.00
AREA TO REMAIN
IN OWNERSHIP OF BHI LIMITED. INC.
GRAPHIC SCALE: I" = 40'
2' x 2' TRAFFIC BEARING
FRAME AND GRATE
[WHERE INDICATED)
3-#4 BARS
TYP. 4 SIDES
BRICK. BLOCK
CMU DR PRECAST
l2"
OUTFLOW PIPE
36" DIA (MAX)
94 BARS a 9' O.C.
p
w
NOTE: BASIN. FRAME AND
GRATE MAY VARY IN
NON -ESSENTIAL DIMENSIONS
ti
..................
.-. ..a
SIB MANHnl F/ II IN('TfnN Rny
Lu
Ln
of
> 9-6- MIN.
NOT TO SCALE
STL? MAAfaE MkER
WaE STEPS 1.
,I F%CAST /W SECTIOV
A.ST.M C 47B
4-FT DIAMETER
CRUSHED STM
1 • , ' • , MANHOLE
DATE:
12-11-97
SCALE
F = 40•
JKK
CHECKM
JKK
FIXLECT M-
97005

M
SDMH -I F Z-0 SD MH
.
4 SD MH
FCC
1
F
REFER TO SHEET 3 OF 4 FOR PIPING INFORMATION
SD MH
T
, 1
1 1
I 1 I
1 /
i%
GRAPHIC SCALE: 1" = 20'
IM Eli
O
O
)
.IFFA4
REFER TO SHEET 3 OF 4 FOR PIPING INFORMATION
Not`i, i li L._.ii
40 20 0 20 40
GRAPHIC SCALE: 1- = 20'
PERPETER RETAMIG WALL
SET AT ELEVATION 6.0 MSL
/ --- FOREBAY RETAINING WER
3FOV
VEGETATIVE SHELF SECTION
SLOPE: 6MV
PR(POSEo ORnoE
I
3
ci
6'
LANDSCAPING
STRIP (MIM
VEGETATIVE SHELF -
PLANT AND STABILIZE
WITH WETLAND SPECIES
TOP OF FOREBAY RETAINING WALL
ELEVATION 5.95 MSL
FOREBAY WER: 3.60 MSL
10'
I 11 111 11 II II 11 III 11 II II 11 111 11 11 11 II II
1 11 111 11 II 11 II 111 11 11 II 11 111 a 11 11 11 II
i u w n u u u m u u n u w u u u n it
[— POND SLOPE 13RI� LL_L—L_LLL_LL—Y—LL—LL—LL—LLLJLJIJLJLJL—�L.1L.1L1L1LL—JLlLl1—L—L
�lJl`lJ �LIJ�C JI�CI ELEVATION
NOTE: WALL MATERIAL AND INSTALLATION TO BE APPROVED BY OWNER
PRIOR TO CONSTRUCTION. WALLS SHALL BE ANCHORED AS PER
MANUFACTURER'S RECOMMENDATION.
G FOREBAY WALL DESIGN ZL
,�
+4 BARS o Ir Or— EW.
24"
PLAN
[II
PVC PFE w/
SCREEN
CIA - L75 MCHES
NOTE:
TRASH SCREEN TO BE s4 REBAR o 6'
TO 3x3xVB ANGLE
TRASH SCREEN FRME HOT OF AFTER FAI3t[CATION
SEARED TO BOX
�.f 1C�' IL���-I-I
BRICK BLOCK OR CMJ
ORIFICE WVERT: 3JW r
�r
tiT
FOOTMG EXCAVATE[
SECTION
H POND OUTLET DETAIL
Nor TO SCALE
SOD W I ST. A%)cWSTINE
3
BULKHEAD RETAINING WALLS
r PODDED SLRFACE ELEV.: 5.95
POND BOTTOM REOD
ELEV_ -3.9
ALLOW=.u=r 1—lr11-11
�n=a=
■- SEDIMENT'
STORAGE.
O PO■SECTION
■ ■
HARBOUR EASTERN BASIN
BALD HEAD ISLAND, NORTH CAROLINA
BRLNVSWICK COLNTY. NORTH CAROLINA
6'
LANDSCAPM
STRIP (MIN)
KUMN ENMEERR11Ci AND ASSOCIATES
3n SOUTH 4TH STREET
..'
WLrIN#TON, NO 29M
(M) 733.7333
PREPARE Fort BM LUTED, INCORPORATED
P.O. BOX am
BALD HEAD ISLAND, NO 23431
(M) 4374333

U
r
o�
\
\STORM
WATER
0
1
kr
MEAN HIGH WATER PORTH C'.''7UaA E
SEPTEMBER, 1994
Taken from CAMA flags C'.i3;uN Or
Placed VegitativelyOlt.
9pCT �Olt.p q p
ND
Retaining Wall
RECEIVED
OCT 2 9 2001
DIWIQ
.. PROJ#J�'� z2
75' AEC
I
\ \ I
• I
sallp
R eta ill
w
RIM
a a
FA FFAM' �. ii it � lii
0
PER
Note- This plan represents an interim stage of developm"t in this area and includes only a LEGEND
Wr—tion of the permitted structures and impervious surfaces. All drainage facilities and grading,
including the stormwater pond. from the ultimatelpermitted plan have been constructed and will Impervious areas constructed o date or proposed to
remain at the conclusion of the construction proposed on this plan ��l be constructed in the next s..,p of this phased project.
\� 1
VICINITY MAP
NOT TO SCALE
9