SW8000220_Approved Plans_20050512

vnmmo BRUNSWICK COUNTY
R �
i�
ECT1N
GLENDAL.E @ MAGNOLIA GREENS
PERMIT PENDING
OFFSITE DRAINAGE TO i';t'4; 0`�
'NON - D f SCI--IARGE LAKE DRA/NACa� AREe, �'ROJEC7 SM
ND.<ERY
3q
UP
:IP 74 }Ip f J fi-fi
!i i !i !i
!0
a 3.�5
CONSTRUCTION ENTRANCE ;t, � ; tt: � i � s-� p
�: ,,. Row i I.� R O � r �
DETAIL SHEET SW[:C--2 a0 3
SEE DE L :�
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2
b
r
Pvr7i
5-75 o f
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� ROW
{ {
'r CJ _
B..IOI I 5n
� 40' ROW o � o
`
k ',l 6 HOG OW `✓
qT to i 5-ip Sp' ROW
r
LIMITS OF DISTURBED AREA / THE LAKEs �-' - `./ ' �g, r, ® It Q:2).._
3OTAL ACREAGE UNCHANGED) P , 3.5 { V "e. _ ZM r :' \.� ®
\ J f try, 3rJ,)
ADDITIONAL LOT VELDING t t_ �' 1 J.. r. _t. _ .
0.09 Ac. ADDITIONAL IMPERVIOUS
,
5-9R _. _. -
BLDCrs 4.00OSF ; `"."^ p yllp - _ - - (5-TI� ' ser'
ROAD- N/A ' . , _ �.. t. _ I frW ..r t sd I_ I :r'
Lt
?
SIDEWALK•, N/A pQ•r',r -.� , _.,_ p
Uf
m06,22-
�
r .
c�t •
i l ,.-.ITS OF DISTURBED AREA _ >go
It it IIIIIIIIIIIII1,01,
it
r i ;
: ,
�••.rs�,_ i -
IW
O DC DITCH - r:�" LAKE f.
� � .--� -- •- .. , -� _ _ _ _ �, NON-DISCH RG •' . ,...
O? • • '� ..i• s �.... � � r��,r • �"-/�1.. � �'ti `
t r%•� { % "-`iti,• yy 1'+. 5`' t r t r• r..` "cR'"'S,r•.:f 'v ! .}�yr 4 ,' 1; 'r�; lrf • ♦ k- �_•,,,,.:.; _ .,a`1:-;::. .r" .-.+',- j,._
s I Lr ?`, (/+ //� ,,tf • 'fzu- - _r _
_ r t k`k f r.: j �`c. :'t'• '\ - .._i t tk �h. ' sl i SWEC•-.G 11'. ' /• • •. r�¢_- _ �',,••,a�•v,,
>s CONSTRUCTION ENTRANCE: SEE SHEET I �:__• �r
'• /• -., I •' t f *j _.-.t„•:• f,i �.f r frr` f i \- `�..f •Ett�,7�l�t 4f; ,JrI JF l' ,. i ,r��•. r�+•' i' �_ ":
. ' f.''�, •_ t1 '1 fr r �+-".� •'� `� - , ',t(4ti?:1 'v s'�i7'�[' •�" ``- '''�. (SEE DETAIL SHEET SWEC-2) o ...- f _,' � _:� � ,; •-� �. t, ;,� _ ,�, j, ,, _ -•��,
• / 0 -i�. �1�`i ^-_.Y j' 't 'i 4a,'r,,,'-.'.`_.Q ;,fir=. ` r' - •`'- _ - - ,F ,r. ',� r!%?_„_ •._'i;�- _
200 R y� OOUBLE 1RANSNIS90li # •
�� •++� �'; -`` • • i rf rj°r ` r1' lr` ri'-•-_ �' ,: �• e - .i �� ~ h� +.,�
AND �0(ON C.AS iIA9i ''1s - i^'..-- j '=_-.-r•-,-� � • '� - r' r f •���4�� �, _
e e r_ a .� e e .�'••irr° • r • • rA :� a .�... a �.vy��-: -ei.a� `.i 5 f �- -..t. r ? r--i i : -�•~.a _ ' r'r t -4• .' L - • • ,s f`1 t.t --�.;`��
-T` r�-r- • a ti ' c=-� _per-- _ -, - 'S -aGr�� •!
iJ i`
', 1Y • i-+. . ! ' -'•• ' ' r�.;-: - 1 !....-..::ry { .r' s' ..'V r` i ' 4. r �. 'f _.i � _ - �._• _ ..,''• '' i _ _
_.+ ..__� '`.' . r i' /A;TR,! -5-• : -fi i = fi • �. • • o�i�:?Erdl • • ..�.°. .• .. si•J•' ��•:: - - ;_"^ •. ,`y, J r'71
,,, t `,. . -_..._ _..,-_-._.._ .1 • • ''c= P'7°_.� • i°� a Y ...�� w'• i l '= ' r ' t l , f": _ ..>�� a--•.•+�. : �'�.:.�.:+ - { _.'•-'' `a
t76 fins 026 t:-� O ` . `L,a'','t =':s - � ',y �'r 4'4 f F -r _ ~ r
t• _
THE FAIRWAY VILLAGE � � " -•� � - _ : � _ - ,
_ � SW8 ggD�o28 � � • �, ;:5 r � - 23 � �` O,� ='`, . rrr rrt,.
t OFFSITE DRAINAGE TO O x' Q tto ,� t'` �.•_ . _ )
R{ 50 �O
NON -DISCHARGE LAKE O
Z a ,r+► 1 � LT•. �p ��..�� 1 r f� { !f , r. � � ' rfi ~ -_ � •+ �r � - - 1 • � 't �'r r~ r�JF � ' � ' �'•? ,+ � \ ` � _
it
-
(Q� _
4 t O • !� � f "' a �! � 2rLft � • 44 X ,� ,�
�, „r.r•- , '•
CI #24
i �./ O , i > v=' rl?r �� r• a • �- O fr - '% ry GJWti ,
p y,
'ti O
P� " �. s•: rr:`i. ft,, _•-- �:5' cvW _ i r+' _ -�`` -=-- 1 0 � ��' ,:i
i
DISTURBED AREA LINE TABLE
LINE
LENG114
BEARING
LI
13.82
527'024'E
L2
30.23
_516'00E
L3
27.55
541"37'02'W
L4
51.96
522'24001W
L5
43.87
526'4520E
L6
5.57
Nb7'V00'E
L7
47.17
1 N68'53'211E
L8
40.76
1 511'%'16'E
L15T1JRBED AREA CURVE "TABLE
CURVE
LENGTH
RADIUS
Cl
36.g4
330.01
C2
10.37
6.32
0' UT'ILtI'Y- � �4,5 t A" �
° °•• EASSIME i r t 41f f i I `
f 60 EASEMEhCi'-
r. N a ,' { (1`;; ;/ jai ' E '-�J'jj ♦ a +�+'' (�T.�fl
.r • .s fi ` O % t' i �(, � r % .' Pf � �_/// s.j f {.` r a OF4 - � if - �� ` ""'. sa/ ` ..ram-'r►• �('- r. - •yrew " _ ___
C76
w+ � Ili t '+ j '' E. !'tt�!. - - - 111 � O _I " - - '...,_•,� � •+ - - -__
K� z
t
`k fi PROJECT. NOP1-D!
.�♦ �� 74 /{ ," j E' NDgRY LAKE
i
f f
,
'c f
A
g 5 t
094ERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. REFER TO THE PROPOSED SPOT ELEVATIONS FOR PAVEMENT
SLOPES T44ROUGHOUT THE DRIVEWAYS AND PARKING AREAS.
3. THERE ARE NO KNOWN WETLANDS ON -SITE ACCORDING TO OWNER.
4. ALL ROOF DRAINS AND IMPERVIOUS AREAS TO BE DIRECTED
TO STORM DRAIN COLLECTION SYSTEM, WET DETENTION PONDS.
5. NET DETENTION PONDS TO BE USED AS TEMPORARY SEDIMENT
BASINS DURING CONSTRUCTION.
(a. SEE SHEET 5WEC2 FOR WET DETENTION POND DETAILS.
7. SILT FENCE TO BE INSTALLED PER PLAN AND A5 DIRECTED BY
ENGINEER SUBSEQUENT TO PERIODIC INSPECTION.
S. WET DETENTION PONDS TO BE LOCATED IN A 10' ACCESS/
DRAINAGE EASEMENT MEASURING 10 FEET FROM TOP OF BANK.
cl. ALL SIDEWALKS, BUILDING WALKWAYS SHALL DRAIN BACK TO
PARKING AREAS AND STORM DRAIN COLLECTION SYSTEM.
MAXIMUM CROSS SLOPE SHALL NOT EXCEED ADA REQUIREMENTS.
10. ALL STORMWATER INLET'S TO EMPLOY SEDIMENT CONTROL VIA
INSTALLATION OF INLET PROTECTION (SEE DETAIL SHEET SWEC-2)
MULCHING MATERIALS AW APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tans
Dry, unchopped,
unakdhered; avoid weeds.
u1 �ar machine; MUoal
ge tacked down.
ws»r cstntwir
� 40 Grp^
i. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
4. CONSTRUCT STORMWATER POND 70 AID IN SEDIMENT CONTAINMENT
DURING CONSTRUCTION.
5. CONSTRUCTION OF SWALES, DITCHES AND SUBSURFACE DRAINAGE SYSTEM
FOR STORMWATER.
6. TOPSOIL REMOVAL AND/OR STORAGE.
7. INSPECT AND MAINTAIN ALL E120510N CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
8. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE 70
BE LEFT IDLE FOR MORE THAN 15 DAYS.
9. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
10. AFTER CAMPL£TION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. Gi2A55 THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
AMOUNT/
TIME OF
FERTILIZATION/1000 SF.
GRASS TYPE
1000 5F.
SEEDING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 L55.
NOV. T14RU JAN.
25 LB5. 10-10-10
A NA NA
BROWNTOP MILLET
1-2 LB5.
JUNE TNRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PPOMAIJF iT SFMING
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
INITIAL
MAINTENANCE
BERMUDA, GAMMON
I-2 LBS.
APR. TFIRU JUNf
25 LBS. 10-10-10
12 LBS. ��A� �Q
�EA2CH�8NWEfKS
12 �5. 100-10
(�UA
5-7LB5.rflu�T
7}jK
L50-10-10
��5. 1-110
00
DEC.
%2YD
SEPT. -IT -10
2 00
5IT0
LESP�EZA (SLOPES
I-2 LBS.
MARC14 TNRU APR.
25 LBS. 10-10-10
FEB. - MARGN
I/2 TOILB. N.
NA
t�v. AR-r
t Eu
�•
/
5-11
�-e
R
5-3
a
AO'
. �
i S_S
A)f Raw
�
26' i3oc
i
}-
zT
8-7 q
0
Sw�
p a
5-•4 � � ��•�.. '.0
-
'� cP
e e
• • ­
�e .. r... �.
oirrLeT NON_ RGE LAKE KE Oa
JJ
1 'f"
l �' • • / DRAINAGE AREA
'0 ` o
L
i•_,• - +�� • • eta • • •�•r • • �Itf•.• • �� • • O
HOLLY GLEN In 1`1AGNOLIA GREENS
SW8 g70104
,t �=TDRAINAGE TO
--_-________OFFSITE'NON-DISCI-IARC E LAKE
tt
It rD t 11111 +1- r; i{i11 `t t? t
SEDIMENTATION MAINTENA E PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LE55 THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED,
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT. DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
9 DRAIN 9CHEDULL - IM LAKW
1,
9'10 t VIRA I JiCNEDtlLE •- P#Aw VI
Line ID
Pipe
Site
(in)
Length
(ft)
Material
Pipe
Slope
(z)
Inv Elev
Dn
(ft)
Inv Elev
Up
(ft)
Gr/Rtrn El
(ft)
FE5#1-CI#2
30
52
NDPE
3.85
19.00
21.00
26.50
Ci#2-CI#3
30
324
WFE
0.10
21.00
21.33
2620
Ct#3-CI#4
24
169
WPE
0.10
21•33
21.50
26.49
Ct#4-Cl*
24
163
Com
0.18
21.W
21.W
25.84
GIiS-Ci#6
18
22
cone
0.46
22.30
22.40
25.64
Ci43-Ci#7
16
22
NDPE
0.46
22.33
22.43
26.20
FEW-Cl"
18
1
NDPE
6.67
19.00
22.00
26.00
CIINI-CM0
18
23
NDPE
044
22.00
22.10
26.00
Ct#10-GMI
18
175
WDPE
0.10
22.10
22M
26.00
G1#It-CI#12
18
a
IIDPE
0.8
2225
22.40
25.45
LOTS DEWTED AS: 6-XX
Line 10
Pipe
Site
(in)
Length
(ft)
Material
Pipe
Slope
(%)
Inv Sev
Dn
(ft)
Inv Etev
Up
(ft)
Gr/Rtml Et
(ft)
FE5#t-JB#2
30
55
RCP
5.64
18
21.1
25.06
J3#2-CI#3
30
1 212
RCP
0.09
21.1
21.3
25.q
GI#3--GI#4
24
173
RCP
0.12
21.8
22
25.16
CI#4•-CI#5
24
243
RCP
0.12
22
22.3
26.16
Ciit5-CI#6
24
200
RCP
0.1
22.3
22.5
25.72
CI#6-CI#7
24
32
RCP
0.16
22.5
22.55
25.72
CI#9-JB#8
IS
32
RCP
0.31
22.1
22.2
25.06
J3#8-Ct#4
18
32
RCP
0.31
22.5
224
25.18
FE5#10-0#11
24
156
RCP
1.67
18.5
21.1
25.62
GI#ll-CI#12
i8
28
RCP
0.36
21.7
21.8
25.62
FE5#13-CI#14
18
204
RCP
1.27
15.5
21.1
26.51
FES#15-CI#16
18
204
RCP
1.27
18.5
21.1
26.51
FES#17-0#18
18
204
RCP
1.27
16.5
21.1
26.51
FE5#lq-CI#20
18
204
RCP
1.27
18.5
21.1
26.51
FE5#21-CI#22
30
40.8
RCP
7.6
18
21.1
25.74
0#22-03
30
152
RCP
0.13
21.1
21.3
26.5q
CB#Z-CI#24
24
201
RCP
0.1
21.8
22
25.18
GI#24-0#25
24
75
RCP
0.13
22
22.1
26.35
Ct#25-Ci#26
18
51
RGP
0.2
22.6
22.7
27.51
FE5#26-0#27
24
43.q
RCP
7.6
IS
21.3
26.34
CI#27-00,
24
20.0
RCP
0.13
21.3
21.4
26.34
CI#28-JB#2q
18
225.6
RCP
0.1
21.4
21.6
25.50
-8*9-CI#30
16
245.5
RCP
0.13
21.6
21.q
24.25
CI#30-CI#31
16
20.0
RCP
0.2
21.q
22
24.25
Line ID
Pipe
Size
(in)
nth
(ft)
Material
Pipe
Slope
(x)
Inv Elev
Dn
(ft)
Inv Elev
Up
(ft)
Gr/Rim El
(ft)
Out 3-JB 10
36
68
CPP
0.5
15.5
15.84
27
JB 10-JB 11
30
225
CPP
2.3
15.84
21.01
26.04
JB i1--Cl 28
30
46
CPP
2.3
21.01
22.07
25.73
Cl 28-JB 12
30
140
CPP
0.15
22.07
22.28
2623
JB 12-Cl 32
30
162
CPP
0.15
2228
22.55
27.19
CI32--Cl34
24
222
CPP
0.02
22.55
22.6
25.89
CI34-Cl35
18
24
CPP
0.04
22.6
22.61
25.8q
CI32-Cl33
15
60
CPP
1.5
22.61
23.51
27.48
JB II -CI 30
24
214
CPP
0.05
22.2
22.31
25.2
CI30-Ci31
18
24
CPP
0.04
22.31
22.32
25.2
C128-Cl2q
18
24
CPP
0.04
22.45
22.46
25.73
Out 2-CI 14
36
t 73
CPP
0.4q
15.5
15.86
26.53
CI 14-JB 4
36
107
CPP
0.87
17.5
18.43
27.05
JB 4-JB 5
_
36
130
CPP
0.87
18.43
1q.56
27.7
JB 5-JB 6
36
t48
CPP
0.67
1q.56
20.85
28.06
J3 6-0 15
36 -
123
CPP
0.87
20.85
202
26.71
Cl 15-Cl 20
30
1 86
CPP
0.05
22.42
22.46
26.57
CI 20-JB 7
30
185
CPP
0.05
22.46
22.56
26.4q
JB 7-CI 16
30
65
CPP
0.05
22.56
22.5q
26.05
Ct i6-Ci 17
24
24
CPP
0.25
22.5q
22.65
26.05
.B 8-CI i9
18 •
-167
CPP
0.0q
22.56
22.71
25.37
Ci iq-CI 18
18
24
CPP
0.08
22.71
22.73
25.37
Cl14-Cl25
_
24
300
CPP
0.05
22
22.15
25.17
CI25-Cl26
24
23
CPP
0.04
22.15
22.16
25,17
CI26-Cl27
18
62
CPP
0.05
22.16
22.1q
25.53
GI 14-Cl23
24 u
Bq
CPP
0.08
22.45
22.56
25.78
C123-Cl24
18
24
CPP
0.08
22.56
22.58
25.78
JB 6-JB q
18
q4
CPP
0.3
23
23.28
27.48
.B q-CI 22
18
138
CPP
0.3
23M
23.6q
26.%
C115-Ci21A
15
113
CPP
0.3
23
23.34
26.31
CI 21A-CI21B
15
32
CPP
O.iq
23.34
23.4
26.31
out I_jB i
ye
60
CPP
0.5
1
J3 i-JB 2
36
203
CPP
3.25
15.8
22.4
ZZ.76
-Cl 1
36
151
01
22.4
22.55
28.44
CI I-jB 3
36
1001
CPP
01
22.55
22.66
28,14
JB 3-CI 2
24
264
CPP
0.1
22.66
22.g2
28.72
CI 2-CI 3
2,
137
CPP
0.1
22.g2
23.06
2728
CI3-CI4
18 _.
24
CPP
0.06
23.%
23.08
27Z
JB 2-Cl 7
30
311
CPP
0.1
22.4
22.71
26.42
Cl 7-0 10
30
222
CPP
0.1
22.71
22.g3
27.28
CI 10-Cl 12
30
281
1 CPP
0.06
22.g3
23.1
27.2q
Cl 12-Cl 13
24
235
CPP
0.06
23.1
23.24
26.25
Cl1-CI5
24
I80
CPP
0.1
22.55
22.73
26.31
Cl 5-CI 6
24
24
CPP
0.06
22.73
22.75
26.31
Cl 7-0 8
24
24
CPP
0.08
22.71
22.73
26.42
GI 8-0 q
18
78
CPP
0.1
22.73
22.61
26.47
C! t0-CI tl
24
204
CPP
0.1
22.08
1 23.13
BELVILLE
2.5 MILES \�L
SITE
CLUM
J
JC, J
K SrTE
SR 1438 s7 11MAND
1.5 MiLES if i
GNOtJA
I T
rr' S12. 140
VICINri"Y MAP
NOT TO SCALE
t i
PROJECT BOUNDARY
CATCH BASIN $ CURB INLET
W/ SILT FENCE PROTECTION
BUILDING NUi"IBER
OUTLET PROTECTION
SILT FENCE-•-�-•
EX. CONTOUR --
FLOW ARROW
DRAINAGE AREA I I I F I I I
PREVIOUSLY PERMITTED
T
PREY LY
AREA TO BE MODIFIED
SW& 000220
BR- 03201
G"
PHASE VI MOD: ADDITION OF LOT 6-26
AND SUBMIT FOR SW PERMIT MOD
FCL
02-21-05
F
ADDRESS NCDENR STORMWATER
COMMENTS
FCL
Oq-22-04
E
ADDRESS NCDENR StE COMMENTS
FCL
Oq•-07-04
D
ADDRESS NCDENR StE COMMENTS
FCL
OS-05-04
C
ADD PHASE Vi TO PROJECT
FCL
07-02-04
B
ADD PHASE V TO PROJECT
03-0 S-03
A
ADD HI POINT LABEL TO DAVis CT
KDFDI-28-03
REV.
i DESCRIPTION
^�-_J
T:--V.r�-Y I
D � q`TF R
REVISIONS
2 '08
j1*4
'O•t•./sf��/OV
MAGNOLIA GREENS
GOLF PLANTATION
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Beh0e, NC 28451
TEL [phone]
FAX [phone]
www.capefearen_q.com
DRAWN :
C.LYONS
PROJECT
NUMBER 230-45
DESIGN : C.LYONS
CHECK:
D.FENNELL
SCALE : 1 "=200'
APPROVED :
D.FENNELL
DATE : 02JULY04
THE LAi.-e=e_%/PHASE VI
AT
MAGNOLIA GREENS
Ste. EROSION CONTROL
£ STORMWATER
MANAGEMEN""In PLAN
�,�EI n SW8 000220
wrs oeNareo AS: s-ra FEB z 2 0
IBY": 000a. u��- 230-45 SWEC-1

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FOR FULL VIEWOF LAKE
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BASIN FRAME AND a APRON LENGTH
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PLAN i
FRAME AND GRATE (�
2'x2' OR 2'x3' SOW
co
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BRICK, BLOCK CMU f
OR PRECAST BOX —_
OUTLET PIPE
12" CRUSHED
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NOT TO SCALE
FRAME, GRATE HOOD
N.C.D.O.T. STD. #840.03B
ct�
!„ 21-211 Sop
Z +O
N
SECTION X
TOP OF POND
ELEV. 26.0 MSL
3
30'
OUTFLOW PIPE
FOOTING
#4 BARS @ 12"O.C. EACH WWAY
AACK OF CURB
X
PLAN
NOT TO SCALE
-INV OF SPILLWAY: 23.5 MSL
_ ...
FABRICFILTER
—I=11=c c=cc=f1= DEPTH
MIRAFI 70OX
OR EQUAL
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
i 381
VARIE
12" all 0u (SEE LOCAL STREET DE -MIL)
lop
z 6" 3i-011 oIi 1
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NOT TO SCALE
STAKES —
SEDIMENT FABRIC
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RUNOFF WATER
tl■■■!■■■■■■■■■■fWITH SEDIMENT
s
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DROP INLET
50' MIN.
INLET PROTECTION �
•.•.N»»...Mt NN...
NOT TO SCALE «..».».«.
..'..
50' RAW`- ..STON ,.:... .» 6'
25' C/L 251 Z ««»»»
«.
10' NON-MUNtCiPLE 10' NON-MUNICIPLE `n
UTILITY EASEMENT 3 51 i i' I i' 3 5, UTILITY EASEMENT w PLAN
IV 1-2 35' f 15' t
­4111 Fri
3.5' SIDEWALK 6" ABC 3.5y 51DEWALK
MODIFIED MODIFIED
3' VALLEY CURB VALLEY CURB 4 "
SECTION
PROPOSED 051_1 �- 5'--E> PROPOSED
WATER FORCE MAIN TEMP. CONSTRUCTION
WCAL 51SEE " DETAI L ENTRANCE
(DAVIS CT, RIDGEMONT DR , MILLSTREAM CT,
EDGEFILED CT, DAWNRIDGE CT, BRIDLEWOOD CT, NOT TO SCALE
ROADS A TWRU L)
NOT TO SCALE
BRUNSWICK COUNTY
BELVILLE `4. _
2.5 MILES
srrE
...�.. � warier. ltttrxa�[tc
T
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}i SR 1438 iaattr,
1.5 MILES GNdlIA
i
'f VICINITY MAP
NOT TO SCALE
J
E
ADDRESS NCDENR S4E COMMENTS
FCL
Oq-08-04
D
ADDRESS NCDENR S*E COMMENTS
FCL
Q8-05-04
C
ADD' PHASE VI TO PROJECT
FCL
0 7 -02-04
8
ADD PHASE V TO PROJECT
jBP
03-Q5-03
A
ADD ESW DETAIL
KDF
OI —28-03
REV.
#
-
DESCRIPTION
t ..
REVISIONS
REV.SY
r D AT
�
SEAL
ogio8io4090
MAGNOLIA GREENS
GOLF PLANTATION
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
BeAdfle, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
C.LYONS
PROJECT
230-45
NUMBER
DESIGN : C.LYONS
CHECK:
D.FENNELL
SCALE : AS SHOWN
APPROVED:
D-FENNELL
DATE : 02JULY04
THE LAI�S/PHASE VI
AT
MAGNOLIA GREENS
DETAILS
PROJECT NUMBER SHEET NUMBER
230-45 SWE�-2

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BRUNSWICK COUNT`!
c,1t
2.5 MILES
r 55ITE
gRUMSOsi< jtlY�R
C 133
NAVASSL
7 �
jora>Ruo
` SITE
SR 143E
1.5 MILES r` ? Timm
AGNOUA
GREEN 3R
SR. 1499 r9iig
ff
VICINITY MAP I
NOT TO SCALE
PROJECT BOUNDARY
CATCH BASIN t CURB INLET �
W/ SILT FENCE PROTECTION
BUILDING NUMBER Q
OUTLET PROTECTION
SILT FENCE
EX. CONTOUR
FLOW ARROW
DRAINAGE AREA
PREVIOUSLY PERMITTED
SW8 000220
BR- 03201
F
ADDRESS NCDENR STORMWATER
COMMENTS
FCL
061-22-04
E
ADDRESS NCDENR StE COMMENTS
FCL
Oq-07-04
D
ADDRESS NCDENR S*E COMMENTS
FCL
08-05-04
C
ADD PHASE VI TO PROJECT
FCL
07-02-04
B
ADD PHASE V TO PROJECT
JBP03-05-03
A
ADD HI POINT LABEL TO DAVI5 CT
KDF
01-28-03
REV °
DESCRIPTION
REV.BY
DATE
REVISIONS
S. F"
HcA Pry
02
{
is
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A
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'APE FEAR
% t
Engineering, Inc.
ru.
151 Poole Rd, Suite 100
Belville, NC 26451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
C.LYONS
PROJECT
NUMBER 230-45
DESIGN : C.LYONS
CHECK:
D.FENNELL
SCALE 1 "=200'
APPROVED:
D.FENNELL
DATE 02JULY04
THE LAKES/PHASE Vi__
AT
MAGNOLIA GREENS_
PROJECT NUMBER SHEET NUMBER
"0-45 SWEU
o�

COUNTY
tmmttsmx
BRUNSWICK CO
_
Z BELVILLE
;a
2.5 MILES
LAi E ELI E\TE<<L
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793.29
� `z 1.5 MILES AGNOLIA
GREEN
SR. 1499
FOR FULL VIEW OF LAKE j
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SEE SHEET SWEC-1
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100' 0 100' 200'
`_� _
PIFE DIA. FCL
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AS
VAR/
E ADDRESS NCDENR SSE COMMENTS Oq-08-04
1 INCH = 100' SCALE Lp tE
D �� -- .- .- ,-_ FCL
D ADDRESS NCDENR StE COMMENTS
� 08-05-04
J� »>J>yJI .✓ RIP RAP 00 FCL
C ADD PHASE VI TO PROJECT O 07-02-04
� •._..T.. _.._ .�
II II II • � •• : / •
5 22 5 EI"IERGENCY O C JBP
© C B ADD PHASE V TO PROJECT
LAKE LEVEL EQUALIZATION I `. •/
TYPICAL CONC. �v PE l • . `n EL. =23.50 KDF
_ OUTFLOW PIPE ( ( FLARED END t
00 A ADD ESW DETAIL
sEcrloN ® 01-28-03
369.46
I� ISOMETRIC VIEWj Q� rt • , REV. REV.BY
oIQ I x` -••-•• ,_..-.._.. ..-.. _•.- -•. _'. _•. _..
• # DESCRIPTION
DATE
A A
REVISIONS
�- I
° W
-
= do = PIPE DIA
BASIN FRAME AND L° =APRON LENGTH ,
KNOCK -OUT PANELS PLAN CRATE MAY VARY IN FOOTING (TYP,) W =APRON WIDTH
3 X PIPE 0 MIN ;
NONESSENTIAL DIMENSIONS d = APRON DEPTH PLAN -Y ,y U'
N ALL WALLS K
PLAN
n
FRAME AND GRATE L° V 1
e'
2 x2i I OR 2 x3i FLOW
�, Z 09%08/04
v I '
�9 Z d W
_ SECTION A -A
BRICK, BLOCK CMU — Filter blanket FT
fY CULVERT PROTECTION
OR PRECAST BOX Q t
OUTLET PIPE OUTFLOW PIPE > '
RIP RAP AT FLARED END SECTION
FOOTING NOT TO SCALE
� DROP INLET
LET
WITH GRATE MAGNOLIA GREENS
U_ r
GOLF 1P LAN TAT I O N'
�— #4 BARS @ 12"O.C. EACH WAY _ _ STAKES
12" CRUSHED STONE -����/��/ SEDIMENT FABRIC WITH
SECTION / / �---�
WIRE BACKING
SECTION RUNOFF WATER
JUNCTION BOX d 1
CATC 4 BASIN NOT TO SCALE \ n WITH SEDIMENT
NOT TO SCALE /
VARIE l'/ ICI=1�I=1�I=1�I- CAPE FEAR
FRAME, GRATE HOOD
" " SEE LOCAL STREET DE-INAI L ) I I —I I I-III—III—III=II(=I
N.C.D.O.T. STD. #840.03B BACK OF CURB 12" 8 (o \ , I I �=III=1I I=1 I I _ a - Engineering, Inc.
—� _ =1 I Ed I M I 1=1 — 151 Poole Rd, Suite 100
X _ _ —III=III— III —III DROP INLET Belvflle, NC 28451
211 ----- — ------ —----_—_—� I _=III=III=I ° TEL [phone]
(N �— I I �� 25, BURIED —III=III=III = FAX [phone]
��2� I I - _ _ _ _ SEDIMENT FABRIC www.capefeareng.com
m ----- -
z oil31-p" oil
II=III
z (0 2 -2oil
50' MIN.
� , „ I ( i DRAWN , C.LYONS PROJECT
• - I
_ _ _ e _ _ _ N ( -- 20 B-B I NLE�" PRO'1'"EC'1"ION < DESIGN , C.LYONS NUMBER:
230-45
...............
3.
22 PVMT. .0.............
I j NOT TO SCALE o CHECK D.FENNELL SCALE AS SHOWN
cutwo p
...............
0j ... ...... ....
"" APPROVED D.FENNELL DATE 02JULY04
X .... ...
50' R\W � 4 STONE :: 6,
�Q CUL—DE—SAC D�i"AIL C/L
' = AN SECTION Y A.
� SECTION X
PLAN O SCA:-:'
25 :::.
NOT T :::• ::
...............
°' 13, 13' ~
CURB INLET' 10' NON-MUNICIPLE 10' NON-MUNICIPLE V)
NOT TO SCALE UTILITY EASEMENT 3.5' (1 11 3.5' UTILITY EASEMENT W P L A N
THE LAKES/PHASE VI
o s 35 f 15 f
j TOP OF POND 1 Q 1 TOP OF BANK=26' M5L 3:1 u e I/ ° (-2 i " 3., ' AT
cD ELEV. 26.0 MSL INV OF SPILLWAY: 23. M L
� --, , �. _.._ � ya /E,-. / /FT, y ,I,, MAGNOLIA GREENS
A` A` 3.5' SIDEWALK 6„ ABC �' 3.5' SIDEWALK
3 30' PERMANENT POOL=21 MSL
I� II N - 1 1 �-3—O o_I I i��l I_ --I MINIMUM 4' �
III- Q �Q I OQ O BOTTOM OF POND= 17 MSL MODIFIED MODIFIED �
011 _ 3 VALLEY CURB VALLEY CURB 4
i l-I I - o Qo o Qo o Qo I
CCDI 0c�0� -t ► i l l
SECTION 00
L PROPOSED 4~5--' �5'--O PROPOSED
DETAILS
.�I�1,al 0000°000°000 I�II�
CD
WATER FORCE MAIN TEMP. CONSTRUCTION
�I�I�IrTI I ��=— o --�-i i y
—II CLASS A RIPRIP STONE;
FILTER FABRIC ll�ba���i III 12 DEPTH _
CJ)�4 MIRAFI70OX 11 1t-1I TYPICAL SECTION TWRU NON DISCWARGE PONL LOCAL STREET DETAIL
o OR EQUAL
NOT TO SCALE (DAVIS CT, RIDGEI" IONT DR , MILLSTREAI" I CT, ENTRANCE
EDGEFILED CT, DAWNRIDGE CT, BRIDLEWOOD CT, NOT TO SCALE
�I
m EEMERGENCY SPILLWAY D ETAI L
ROADS A THRU L) PROJECT NUMBER SHEET NUMBER
Cu
NOT TO SCALE
NOT TO SCALE
CD
m 230-45 SVVEC-2

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GENERAL NOTEst
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. REFER TO THE PROPOSED SPOT ELEVATIONS FOR PAVEMENT
SLOPES THROUGHOUT THE DRIVEWAYS AND PARKING AREAS.
3. THERE ARE NO KNOWN WETLANDS ON —SITE ACCORDING TO OWNER.
4. ALL ROOF DRAINS AND IMPERVIOUS AREAS TO BE DIRECTED
TO STORM DRAIN COLLECTION SYSTEM, WET DETENTION PONDS.
5. WET DETENTION PONDS TO BE USED AS TEMPORARY SEDIMENT
BASINS DURING CONSTRUCTION.
(o. SEE SHEET 5WEC2 FOR WET DETENTION POND DETAILS.
7. SILT FENCE TO BE INSTALLED PER PLAN AND AS DIRECTED BY
ENGINEER SUBSEQUENT TO PERIODIC INSPECTION.
8. WET DETENTION PONDS TO BE LOCATED IN A 10' ACCESS/
DRAINAGE EASEMENT MEASURING 10 FEET FROM TOP OF BANK.
q. ALL SIDEWALKS, BUILDING WALKWAYS SHALL DRAIN BACK TO
PARKING AREAS AND STORM DRAIN COLLECTION SYSTEM.
MAXIMUM CROSS SLOPE SHALL NOT EXCEED ADA REQUIREMENTS.
[
try it ik L P '
6d;;1, al 11 !A
SWUEW,.E Of CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
4. CONSTRUCT STORMWATER POND TO AID IN SEDIMENT CONTAINMENT
DURING CONSTRUCTION.
5. CONSTRUCTION OF SWALES, DITCHES AND SUBSURFACE DRAINAGE SYSTEM
FOR STORMWATER.
(o. TOPSOIL REMOVAL AND/OR STORAGE.
7. INSPECT AND MAINTAIN ALL ER05ION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EAC14 SIGNIFICANT RAINFALL EVENT (0.511 OR GREATER).
8. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
9. PERMANENT GRA55 SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
10. AFTER COMPLETION OF CONSTRUCTION AND T14E SITE 15 STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACRO55 T14E SITE. GRASS T14ESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
GRASS TYPE
AMOUNT/
1000 5F.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS,
NOV. T14RU JAN.
25 LBS, 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LB5.
DUNE T14RU AUG.
25 LI35. 10-W-10
NA
NA
NA
I
1111 1 1 =1:5 7Q Q _r7T7F,
TIME OF
SEEDING
'BERMUDA, COMMON
APR. T14RU JUNE
MARCH - APRIL
12 LB5. 10-10-10
EACH 4-8 WEEKS
1-2 LB5. N.
AUG 12 Ltg. SEPT.
10-10-10
EEjWUE TALL 31)
(K UtKY
SET 14
P
F
FEI3. THTROF -
F - MARCH 0
12. 10-10-1
%
MA DEC.
112YTO I LB. N.
I- OCT.
5 PT
12 LU5. 10-10-10
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
C14ECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES, AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT. DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
j
Inv Elev
Dn
Inv Elev
Up
x j g ga ral
ing
mr,
NO mmmami
MW-470J 1
15441 [WH No I I H fo �,
2;wj��fl
pip]
ral WIN m1m,
200 0 200 40
1 INcH = 200'
STOW DRAIN WHEIDULE F$"E V
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Dn
(ft) AL
Inv Elev
Up
(ft)
MICROS
low
wil
M
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w em
WE=
= M
�A
MEN=
as
ak
SR 1438 MAW
1.6 MILM
GF
VICINrrY MAP
NOT TO SCALE
pi
PROJECT BOUNDARY
CATC14 BASIN t CURB
INLET
W/ SILT FENCE PROTECTION
BUILDING NUMBER
OUTLET PROTECTION
SILT FENCE
EX. CONTOUR
—28­
FLOW ARROW
DRAINAGE AREA
PREVIOUSLY PERMITTED
+ + + +
SW8 000220
+ 4-
0001 IOBR
B
ADD P14ASE V TO PROJECT
JBP
03-05-03
A
ADD 141 POINT LABEL To mvi5 CT
KDF
01-28-03
REV.
#
DESCRIPTION.
REV. -BY
DATE
REVISIONS---
--7
MAGNOLIA GREENS'
Q 0 ILIF 3P iI**T9rA9r10rq
SAO I
eaq
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 1W
BeMile, A(C 2M1
TEL [phone]
FAX [phone]
www.capefeareng.com
rr'DRAWN :
D.FENNELL
PROJECT
230-43
NUMBER
DESIGN : D.FENNELL
CHECK
DYENNELL
SCALE 1*=200'
i APPROVED
DYENNELL
DATE 06MAY02
THE LAKES/PHASE V
AT
MAGNOLIA GREENS
SED. EROSION CON OL
ST012MWATER
MANAGEMENT PLAN
SW8 000220
PROJECT NUMBER
SHEET NUMBER
swFC-11
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U NTY
m'- \\
LAKE LEVEL
BtL1LLE 2.5 MILES
ALIZAIMN PIPE 0) m
EX. ID I CH M
r
` Q
MAM I wn= 133
0 w
----288.76'
O ' 5R 1438� r
1 � 3 1
1.5 MILESS
T- + �p i `q
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tp t """•"""```• W y VICINITY MAP
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/ TOP OF BANKa20 M5L
AL AL
i R
100 0 '100 200 PERMANENT POOL*,211MSL
MINI UM 4 n
BOTTOM OF POND- 17`MSL
1 INCH =100' . O
EMERGENCY
S}�I LLI�IAY C
�--- LAKE LEVEL EQUALIZATION PIPE �
TYPICAL SECTION T RIG O - D1 HARG E POND _ . �L . 23. �
o6
NOT TO SCALE
COS
u 22" 511 369.46 O
- B ADD P14A5E V T© PROJECT JBP
Y , , Y -,.,t t.., 03--05-03
A ADD E5W DETAIL
� OUTFLOW PIPE �.. � �CUF
01-28--03
REV. REV.BY
66 li
i
�1011
\\ DATE
I'mm\
\�
tim
cn cn REVISIONS
`'``•"';?�e`\� �:`s; `�� , fix`.'., �����,_ ^c:s�.
CAR
"�•\\ ... `;• :.•.,;x•..•••.;a: ,� `� 6�� ttswtntssl � s'`• f 3fis'
L ....... L
� ELEV. 26.0 MSLTOP OF POND a. �:r3 'ss<ts�ys
1t% .... INV OF SPILLWAY: 23.5 lSL
�— BASIN FRAME AND
SA.k 1,
KNOCK -OUT PANELS PLAN FOOTING (TYP.Ef, <,
GRATE MAY VARY 1N i 3 30' 33----
IN ALL WALLS NONESSENTIAL DIMENSIONS r Q Cep " �E QpdQ y
PLANV �
FRAME AND GRATEFr�,�
2'x2' OR 2'x3' (
O O 1 i gig
lJ..
�.�,.,..�..�.! I CLASS A RIPRIP STONE;
FILTER FABRIC 12" DEPTH 11
= MIRAFI 70OX
OR EQUAL
BRICK, BLOCK CMUEMERGENCY SPILLWAY DETAIL 50' R\W
OR PRECAST BOX
OUTLET PIPE OUTFLOW PIPE > NOT TO SCALE 25' CIL 25'
UTILITY EASEMENT 17` 17'
FOOTING --- -'-- --- .,,� 11Y NON-MUNPCIPLE 10' NON-MUNIii
15` I5 4.a` UTILITY EASEMENT MAGNOLIA GREENS
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SECTION PIPE DIA. ' 226, MODIFIED MODIFIED
SECTION Lo �� � � ° VALLEY CURB VALLEY CURB 4'
,� � VARJ E�-----.r--'
amlNOT TO SCALE SEE f % 5'
NOT TO SCALE LOCAL STREET DE1tA1 PROP05ED Cj--- 5- 0 PROPOSED
JJ / I WATER FORCE MAIN
RIP RAPSTREET DUAIL
o
i PINE HARVEST DRIVE CAPE
FEAR
Engineering., Inc.
.....
TYPICAL CoNC. / :::-. Nc959 Poole Red Suite t1t17
FRAME, GRATE t HOOD i�E NENo � �' ' --'-� � 50' R/W ee�riie, .
�i
TEL [phone]
N.C.D.O.T. STD. #840.03B 1I
BACK OF CURS 12 8ii �1` j PsoMEl'RR1c VIEW � 20 B-B Fax (sjo) 3e3-1045
' www.capefear'eno.caret
2" -_--__ --_ - - -- __- - - _- --- 22 PVMT.
� Y C L"."►TA L DRAWN D.
c� ^ .. i ,.. 11 1 1I " FENNELL PROJECT
u , n n = z �' 3 -0 �O w NOT TO SCALE 50' R\W
DESIGN D.FENNELL NUMBER 24-•43
z_ 2 -2
i u CV s 251 C/L 5, CHECK D.FENNELL SCALE AS SHOWN
3 -0 I
= PIPE �� APPROVED D.FENNELL BATE 06MAY02
a tV W - APRON WIDTH' UTILITY EASEMENT 3.5' '
La - APRON LENGTH lI' Ii' 10 NON-MUNICPPLE
i0' NON-MUNIUPLE '
co
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d — APRON DEPTH BEAN
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rum Iu 1 AT
� NOT TO SCALE
MODIFIED MODIFIED
MAGNOLIA GREENS
-, 3
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CULVERT PROTECTION WATER FORCE MAIN
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i
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ROADS A TNRU L)
NOT TO SCALE
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i PROJECT NUMBER SHEET NUMBER
m230-43 SWEC-2
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MULC341NG MATERIALS AND APPLICATION RATES
GENERAL NOTESs
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. REFER TO THE PROPOSED SPOT ELEVATIONS FOR PAVEMENT
SLOPES THROUGHOUT THE DRIVEWAYS AND PARKING AREAS.
3. THERE ARE NO KNOWN WETLANDS ON-51TE ACCORDING TO OWNER.
A. ALL ROOF DRAINS AND IMPERVIOUS AREAS TO BE DIRECTED
TO STORM DRAIN COLLECTION SYSTEM, WET DETENTION PONDS.
5. WET DETENTION PONDS TO BE USED AS TEMPORARY SEDIMENT
BASINS DURING CONSTRUCTION.
6. SEE SHEET 5WEC3 FOR WET DETENTION POND DETAILS.
7. SILT FENCE TO BE INSTALLED PER PLAN AND AS DIRECTED BY
ENGINEER SUBSEQUENT TO PERIODIC INSPECTION.
8. WET DETENTION PONDS TO BE LOCATED IN A 10' ACCESS/
DRAINAGE EASEMENT MEASURING 10 FEET FROM TOP OF BANK.
q. ALL SIDEWALKS, BUILDING WALKWAYS SHALL DRAIN BACK TO
PARKING AREAS AND STORM DRAIN COLLECTION SYSTEM.
MAXIMUM CROSS SLOPE SHALL NOT EXCEED ADA REQUIREMENTS.
10. FINISHED FLOOR ELEVATION (ALL BUILDINGS) = 28.5.
11. SEE SHEET 5WEC-3 FOR DRAINAGE AREA DELINEATION.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT. DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
3. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFF5ITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
4. CONSTRUCT STORMWATER POND TO AID IN SEDIMENT CONTAINMENT
DURING CONSTRUCTION.
5. CONSTRUCTION OF SWALE5, DITCHES AND SUBSURFACE DRAINAGE SYSTEM
FOR STORMWATER.
6. TOP501 L REMOVAL AND/OR STORAGE.
7. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
8. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
q. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
10. AFTER COMPLETION OF CONSTRUCTION AND THE SITE 15 STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dr ur l�
unweati�ered,av'oid weeds.��
51 oul a from w}}� or oats;
�iand or mcuhine; must
be tackeo down.
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 SF.
TIME
SEEDING
INITIAL
FERTILIZATION/1000 SF.
MAIt}TENANGE
RYE GRAN
I-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROW TOP MILLET
I-2 LBS.
JUNE TNRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRA55 TYPE
AMOUNT/
1000 5F.
TIME OF
SEEDING
FERTILIZATION/1000
INITIAL
MAINTENA4CE
BERMUDA, COMMON
1-2 LBS.
APR. TNRU JUNE
25 LB5. 10-10-10
MARCH - APR IL
12 LBS. 10-10-10
EACH 4-B VEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
KENTU Y 31)
-7 LBS.
FEB. TNRUOCT.CT.
25 LB5. 10-10-10
2 LBS. MARCH
ID RI0-10
112 TO DEC. N.
12 LBS. 10-10-10
SERICEA
LE5PEDEZA (SLOPES
1-2 LBS.
MARCH TNRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB N.
NA
STORM DRAIN SCHEDULE
Line 1 D
Pipe
Size
(in)
Length
(ft)
Material
Pipe
Slope
(%)
Inv Elev
Dn
(ft)
Inv Elev
Up
(ft)
Gr/Rim El
(ft)
FES#I -JB#2
30
55
RCP
5.64
16
21.1
25.06
JB#2-CI#3
30
212
RCP
0.0q
21.1
21.3
25.q
CI#3-CI#4
24
173
RCP
0.12
21.6
22
25.18
CI#4-CI#5
24
243
RCP
0.12
22
22.3
26.16
CI#5-CI#6
24
200
RCP
0.1
22.3
22.5
25.72
CI #6-CI #7
24
32
RCP
0.16
22.5
22.55
25.72
CI#9-JB#8
18
32
RCP
0.31
22.1
22.2
25.06
JB#8-CI#4
18
32
RCP
0.31
22.5
22.6
25.18
Pipe
Pipe
Inv Elev
Inv Elev
Line I D
Size
Length
Material
Slope
Dn
Up
Gr/Rim El
(in)
(ft)
(%)
(ft)
(ft)
(ft)
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24
156
RCP
1.67
18.5
21.1
25.62
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28
RCP
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21.7
21.8
25.62
Pipe
Pipe
Inv Elev
Inv Elev
Line ID
Size
Length
Material
Slope
Dn
Up
Gr/Rim El
(in)
(ft)
(%)
(ft)
(ft)
(ft)
FE5#13-C1#14
18
204
RCP
1.27
18.5
21.1
26.51
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Pipe
Inv Elev
Inv Elev
Line 1 D
Size
length
Material
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Dn
Up
Gr/Rim El
(in)
Jt)
(%)
(ft)
(ft)
(ft)
FES#15-0#16
18
204
RCP 7
r 1.27
18.5
21.1
26.51
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Pipe
Inv Elev
Inv Elev
Line ID
Size
length
Material
Slope
Dn
Up
Gr/Rim El
(in)
(ft)
(%)
(ft)
(ft)
(ft)
FES#17-CI#16
15
204
RCP
1.27
18.5
21.1
26.51
Pipe
Pipe
Inv Elev
Inv Elev
Line ID
Size
Length
Material
Slope
Dn
Up
Gr/Rim El
(in)
!ft)
(%)
(ft)
(ft)
(ft)
FES#lq-CI#20
18
F 1204
1 RCP
j 1.27
1 18.5
21.1
26.51
Line ID
Pipe
Size
(in)
Length
!ft)
Material
Pipe
Slope
(%)
Inv Elev
Dn
(ft)
Inv Elev
Up
(ft)
Gr/Rim El
(ft)
FE5#21-CI#22
30
40.8
RCP
7.6
18
21.1
25.74
CI#22-CB#23
30
152
RCP
0.13
21.1
21.3
26.5q
CB#23-CI#24
24
201
RCP
0.1
21.8
22
25.18
CI#24-CI#25
24
75
RCP
0.13
2
22.1
26.35
CI#25-CI#26
18
51
RCP
0.2
22.6
22.7
27.51
BRUNSWICK COUNTY
5ELVILLE
2.5 MILES \ Q
�•i
SITE
8RUT1v~NICK ��
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SNE
Sit 1438
LWANn
1.5 MILES Ai
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VICINITY MAP
NOT TO SCALE
CATCH BASIN t CURB
INLET 13
SILT FENCE INLET PROTECTION
BUILDING NUMBER
OUTLET PROTECTION
SILT FENCE-•
EX. CONTOUR
-- `" 8
FLOW ARROW
DRAINAGE AREA
4
A
ADD HI POINT LABEL TO DAVIS CT
IKDF
01- 03
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
$
2 08,
0 5/03
MAGNOLIA
CAPE (FEAR
Engineering,
.y- FSK
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
D.FENNELL
PROJECT
NUMBER 230-18A
DESIGN : D.FENNELL
CHECK
D.FENNELL
SCALE : 1 "=200'
APPROVED :
D.FENNELL
DATE : 06MAY02
THE` LAKES
AT
MAGNOLIA GREENS
STORMWATER
MANAGEMENT PLAN
SW8 000220
PROJECT NUMBER SHEET NUMBER
230-18A SWF=C+

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W = APRON WIDTH
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NOT TO SCALE
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50' R\W
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SPILLWAY C
EL.= 3.50
a
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UTILITY EASEMENT 17' 17'
' NON-Ml1NICPLE 10' NON-MUNICIPLE
4.0' 15, 15' 40UTILITY EASEMENT
/ `- \
1Y2' t-2
/ \ 3:
h0 3: i _.� n/ Fr_ Ya'/FT . % °/FT.
4.0' SIDEWALK 0 ABC �' 4.0' SIDEWALK
' 261 , MODIFIED MODIFIED
381 3' VALLEY CURS VALLEY CURB 4'
VARIE k r
(SEE LOCAL STREET DERAIL) 1 PROPOSED 0--51­-L _L5'--0 PROPOSED
WATER FORCE MAIN
_LOCAL STREET DETA I L
PINE HARVEST DRIVE
i I
i---�---- 50' R/W
20 B-B
22' PVMT.
QL-DE-SAC DETAIL
NOT TO SCALE 50' R\W
25' C/L 25'
13' 13'
10' NON-MUNICIPLE 10' NON-1'MUNICIPLE
UTILITY EASEMENT 3 5, 11' W 3.5, UTILITY EASEMENT
IY2' 1-2
3:1 -�!"/FT Y41'/FT. %4u/FT.
3.5' SIDEWALK 6" ABC /3.5' SIDEWALK
MODIFIED MODIF I ED
3' VALLEY CURB VALLEY CURB 4'
PROPOSED 0---5'-i-' LV­-O PROPOSED
WATER FORCE MAIN
LOCAL J"! EC 1" DETAIL
(DAVIS CT, R I DGEMONT DR , MILLSTREAM CT,
EDGEFILED CT, DAWNRIDGE CT, 13RIDLEWOOD CT)
NOT TO SCALE
BRUNSWICK COUNTY
BELVILLE
2.5 MILES a
Q
XXVAWA
i a
s
s :
SR 1435\jai �w
1.6 MILES }
VIGINrrY MAP
NOT TO SCALE
satvars
A
ADD ESW DETAIL
KDF
01-28-03
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
g
01/28/Q3
00
oft -
MAGNOLIA GREI
CAPE FEAR
Engineering, Inc
151 Poole Rd, Suite 100
Belt'►tie, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
D.FENNELL
PROJECT
NUMBER 230-18A
DESIGN : D.FENNELL
CHECK :
D.FENNELL
SCALE : AS SHOWN
APPROVED :
D.FENNELL
DATE 06MAY02
THE LAKES
AT
MAGNOLIA GREENS
DETAILS
PROJECT NUMBER SHEET NUMBER
230 -18A SWFC-2