SW8020608_APPROVED PLANS_20091201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW @0211LOJ�
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�)�%,%vW
YYYYMMDD

Tepsaa
�O
HampIsteod
I TEN
MI
DRAINAGE SCHEDULE
STRUCTURETOP N INV. S INV. E INV. W INV.
39.0 -- -- 36.6 36.6
1 39.2 36.1 -- -- 36.1
J 40.0 6.8 -- 36.8 36.8
J8 3 39.2 36.2 - 36.2 -
J 4 40.5 -- - 37.4 7.4
J8 5 32.6 30.1 30.1 30.1
J8 6 31. -- 27.6 -- 7,
JB 7 3 . -- 27.6 -- 7.
JB 8 30.Q -- 29.0 29.0
J 9 29.6 29.6 9.6 -
JB 10 -- 8.3 28.
is 11 28.2 -- --
JB 12 29.7 - .7
JB 13 29.6 9.
JB 14 29.8 -- -- --
JB 15 -29.6 29.6
-
JB ib 28.1 28.1
8P a2 40. - 37.4 36.0 36.0
BP YY3 40.0 37.5 -- 36.7 36.7
BP u4A 4. 27.6 21.6 -- --
BP tt4 27,7 7.7 -- --
BP st4C 27.5 -- 27.5 28.6
BP Yr5 4. 31.0 0.1 .1 30.1
29.5
P�P� N5541 } ' p0'•E ° - ...... 33.0
20. 00, , q. 1
\ / EIP X �,0 O r �� ��
61
.5
-7
VICINITY MAP •o,
(N. T. S. 1 FENDER LAND HOLDINGS 103.92' 5 9 . 6 2 3T,a x x,� 6 i y - g
D$ l241 PG 251- 4 55.1 ' ` 00 "E EIP .s . \tr 0 �,g d ,« -•�.5
0 00,
31.158 63 *5x 4~ '79
4s6 6 33.5 '7 4 �. r-. � I
-6 4
- 9E y
4 65
{ '! 2 3E
�E
yyp 52 32.� i, �• �.,�;,-
31.3 P1t+ 3
51 \ .t .. w. w w w �. .� .. w. s w w w� ��1w w s r s s w s w .. ..w s w w r w �.>� w' i w me i. s was
1 a 39 • - -
50
r p
49 28 ; ►y ' 126
NrF
PENDER !AND HOLDINGS
0B 84.3 PG 293
30' OKA I NA(,1;
EA5C-Mr,N1
- OPEN
SPAG�,
0. 5-3 AG.
60 N/F '
f JACK BROADBRIDGE
6Q
r '1 BA N O B V8 23 PG 90
I IP 11A lie 12A
l f •0� •28 13A N/F
13B 14A 148 JACK BRTIAMIIIGE
+S U r4(• Ma 13 PG 90
as'wsasr
�.o 33.5 ...■. ..�... '...�1P -2A
�81�� 82 . VA x ��•4''� 3�•5 x ;33•a � 32•S x .a x x
' >g4 / 8 5 8 6 8 7 88.... ' EE 3z'° 3Z•`� * �t.g ; , B U �0(yl
89 9.0.: 91 -'92.. 93 94•_a
EIP • 1 A �� DONALO C N/IMSOk, JR.
_ pRL 2m FM 441
CL
_ _
33 0
33.1
10 InIER;Y - - - -.
I
TOTAL AREA - -- - - - - - - - - - - - - -- 29.41 AC. •/-
WETLAND AREAS _________________1.38 AC.
RECEIVING STREAM - -- - - - IXTRACOASTAL WATERWAY
RIVRR BASIN - - - - -• - -- - - - - - - - -- - CAPE FEAR
STREAM CLASS ------__-_---___--__-SA
SINGLE FAMILY
AREA ---,-----___-----_-_-_22.75 AC
BUILDING -------------------329,000 SF
ROAD - - - - - - - - - - - - - - - - - - - - 81,706 SF
Y IMPERVIOUS - - - - - - - - - - - - - - - - - - 41.41
MULTIFAMILY
AREA --_------------•__-•-----6.66 AC
BUILDING - - - - - - - - - - - - - - - - - - 81.643 SF
ROAD - - - - - - - - - - - - - - - - - - - - - 9,200 SF
PARKING -------------------32,500 SF
IMPERVIOUS - - - - - - - - - - - - - ----- 42.51
TOTAL I IMPERVIOUS - - - - - - - - - - - - - - - - 41.71
SITE DATA
5 24 23 22 21
�`' ��u ,x t� . •�ti1d tst� ,��1.1- y.�,y ,x�.�. �.�,4>. �5 .��o ��,� ��;o �'. -;��� •. '�.
K s
�, • +�►� t,1 1M�lT. 36.7 rill RIM1 fAUf 11pER1tIW5..... .
4 7 t 30 �• SUff ACES SMALL K FORD
' TFp A. TO IMFILTRATI01 CULLECTIDN 15TA1' ON
• 01�' SYSTEM ITVI '
NrF ��'�' -�• IP �piTa BASIN #3 NrF oPEN a�14
PENDER LAND HOLDINGS 46 11°Rfl DRAINAGE NAGE AREA SPAGf% ���i .ati
DB 2 PG 25 BRIDGEWATER
•�` '��" 3.21 ACRES GOLF PROPERTIES 0.22 AG.
45 32 1.42 AC. IMP. 08 767 PG 253 moo'
MM AREA w 3 3 t
� 3 $
DRAI ALL NO pTF FR111 IMPERV10
Q Oy 3 / SLIFACES SflAtl BE IgIITEO
'P ? TD IN11`102A1101 CQLECTIDM 50' R/W
SYSTEM IIV)
'SHALE 1
�IK SIMOER OILER + PI + 8 2G' PAVEMENT - 6' 6'
E71. plFCII TO HIM. 31.0 ELEV. 5 f SHOULDER SHOULDER - DITCH
BASIN #1 ��;' a 2 6YPAs SAS 1 , /2 _
_
DRAINAGE �� STRLICTIIF N/F FT. I-2 PAVING SLGPE` " FT. °C
AREA 36 �3i.R , / ti
2.59 ACRES
�s R D.E. BRIDGEWATER
0.85 AC. IMP. 4y �a a GOLF PROPFkr IFS / �6„ CABC
DB 767 PG I53 I
11 III. i • ' ' `� fOP 31.5
Y� • 8 0 �,,o IS1RIE&�, TRENCH 4 6 " �
N/F W.3d.0
PRATISHT HA EARTIEN + 8 AISi M Sda I = AT RESIN DOTTQ1 5 0' STREET SECTION
� !'
GARG a P ,y rIE a ` 4E6• FILTER Q1 0 l WE X MIF IED
DB 1443 PG 347 Q#S.f ; P1 EletAIICE IIFILiRA1Ia1. STBC OR ABC
ti M`5,•'IIISE2`F ''-:�•Q9 AC. IMP.
oulma
Y ASEIEtMT WE T L IiNDs 1,
X 39.0 P4
X )9.i ♦ :r,: 60' R/W
'01Z s 20' PAVEMENT 6' 6'
Itl 31.2 1<4 o. SHOLLOER 10, 10' SHOULDER DITC!1
+EiP� a �' ! All f11A OFF FRII11 INKINVIDIIS r
UPLANDS IP SIXAMS SWIL IE WED " 1 112
11 0.57i�-'x 1011FILTRATIONCMLECTIOM 5 1-2 PAVING 5LOF'E FT 1"/FT. `
. 1 FE v ~ SYSTEM ITV) ' "/F T . ' �
I
b" CABC
zX3 I E 4 4
`` \43 42 60' STREET SECTION 6 f
--1
� q 1�•1 i
2 N EIP EIP STBC OR ABC
>
� N - N/F STORM DRAIN PIPE SCHEOULE
v o ow SCOTT H.COOK STORMFRINANCY: 1C fRS. EMCEPT 25 YR. FOR CROSS DRAINAGE PIPE TYPE:RCP n= 0.013
4 K Q 'c ! DB 1731' PG 244 LOCANON:SCHEMAT€C INO. AREA CUM. AREA PIPE DATA
w "�
50. FI. AC. AC. TIME 0f 1c iIN/HC RUNOFF O�IA D€AMEIER SLOPE HM/D
Q i PIPE a CONCIMINIINIEN5ITCOEFF. ICFSI INCHES %
1v P1 P1 8036 0118 5 7.23 0.5 0.67 18 0.1
7";)
P2P1+P2 52463 1.20 1.39 5 7.23 0.5 5.02 18 D.?
P3 P3 16375 0.42 5 7.23 0.5 1.52 18 0.1
X f 11\1 (2 1 _ 17 RI f- A G n P I 1 ! r ��� P4 P1 +P2+P3+P4 17006 0.39 2.20 5 ?.23 0.5 7.96 18 0.6
IE
TATE AS PER
DITCH DETAIL
W N.T.S.
3
F-
U
w
dPROJECT NO.: PW-165
DRAW I NG NAME. : f_' /MAOffR/PW- 165/0&N/51'0RMMANA&AUP9Af 0. 0&N
PS P5 .3842 0.78 5 8.15 D.5 3.1? 18 0.1 0.65
P6 P5+P6 56799 1.30 2.08 5 7.23 0.5 7.52 24 0.1
P8 P8 75283 t.73 5 8.15 0.5 7.05 18 0.3 1.0
P9 P8+P9 53366 1.23 2.95 5 7.23 0.5 10.68 24 0.2
P10 P8+P9 2.95 5 7.23 0.5 10.68 24 0.2
P7 P8+P90506 5.03 5 7.23 0.5 18.20 24 0.6
P11 P11 38243 0.88 5 8.15 0.5 3.59 !8 0.1 0.7
P14 PI1+P14 118935 2.73 3.61 5 1.23 0.5 13.04 24 0.3
P12 P12 6m 1.38 5 8.15 0.5 5.62 18 0.2 0.9
P13 P12+P13 56377 1.29 2,67 5 8.15 0.5 10.88 18 0.8 1.4
P15 P12+P13+P15 52632 1.21 3.88 5 8.15 0.5 15.81 24 0.4 1.1
P17 PI? 7639 0.18 5 7.23 0.5 0.63 18 0.1
P36 P12+P13415+P17 4.06 5 1.23 0.5 14.66 24 0.5
P18 Pie 1622! 0.37 5 7.23 0.5 1.35 12 0.3
P37 P12�p13+P15411+P18 4.43 5 7.23 0.5 16,0! 24 0.5
EX. t2i 36 IN, CFF' 44 40 4.42 0.25 48.62 121 36 0.8
P16 P16 27586 0.63 5 8.15 0.5 2.57 18 0.1 4.6
P20 P16+P20 56175 1.29 !.92 5 8.15 0.5 7.82 18 0.1 1.1
P22 P16+1`20422 58191 1.34 3.26 5 7.23 0.5 11.78 18 1.0
P21 P21 7305 0.17 5 7.23 015 0.61 12 0.3
P35 P16+P2O+P22+P21 3.43 5 1.23 0.5 12.39 24 0.3
P24 P24 47717 1.10 5 8.15 0.5 4.48 18 0.2 0.8
P23 P24+P23 43179 0.99 2.09 5 1.23 0.5 7.54 18 0.4
Ph P26 15057 0.35 5 8.15 0.5 1.43 18 0.1 0.4
P25 P26+P25 88792 2.04 2.38 5 7.23 0.5 8.62 IB 0.1
P33 P24+P23+P26+P25 194741 4.47 4.41 5 7.23 0.5 16.16 24 0.5
P38 P33+P35 7.90 5 1.23 0.5 28.55 30 0.5
I'M P28 9356 0.21 5 1.23 0.5 C.78 18 0.1
P27 P27 9841 0.23 5 8.15 0.5 0.94 18 0.1 0.3
P29 P28+P27+P29 6416 0,15 0.59 5 7.23 0.5 2,13 18 0.1
P30 P30 46217 1.06 5 7.23 0.5 3.84 18 0.2
P39 P28+P27+P29+P30 1.65 5 7.23 D.5 5.96 t8 0.3
P31 P31 53050 1.22 5 7.23 0.5 4.40 18 0.2
P32 P28+P21+P29+P30+P31 2.87 5 7.23 0.5 10.36 24 4.2
100 0 100 200
GRAPHIC SCALE: 1" = 100'
TX 1�.j• �N•,. r��slTT •w • •�i .t� ' ...�11 STuIE Ii � t
- �:T-_- _29.1
3•0 6 DIPIPD)
r5 _ x
T. ���' ,,1.4 4 Q 2 100 99 98 9'7 96 .,
_ ,
� � �, � �� . sx ,�,,� �,Jrrsx i �,�o ��� �o � � *�o �� 95 � i . _.. •4-�
D.� i' � �p� � M _ '•-•,••
pr
a I At
Z.- - �+ REEA _ 18AE�Y� � iP�PEj? �'..1.� 1 � ,'1 i• -
yt ,
E.P P N34.48 4T W 314.74 I I I ; 31,9 «<,
y lb DIS1A1I.. 1REMT31 P3i` .
fN. f.5 .119 EIP
1� �, ��• .BAS I N- #48
I'
BRA I NAGE ARE N55 06 45"E 5
a BASIN #4C 1oa,00' w�-w• - �•
4.6 ACRES rw..rww•° rwwww X�+,..
o �, .�;2.38 AC. IMP. DRAINAGE AREA Fr www wsrrrwra 7,22ww r 511 72' E1P w �
ISTR INENCH r w
N/F
RICNARD E. SHAY
F1fi 2Ti1RD411
DB 646 PG 221
Ti• 27•S 3. 65 ACRES E iP N41 2 All III ffF IF INPERYII>US
SIIMACES SIIAII K 0TEp
1.26 AC. IMP. DISTRI M Of BASIN #5 TO IIFILTRATIDM COLLECTidI
BASIN #4A SYSTEM IIVI
DRAINAGE AREA 4. 9 I ACRESAREA N y • .
3.8 ACRES 2.05 AC. IMP. fi 1+'
1.53 AC. IMP. Nr> vl
45' R/W BRIDGEWATER
GOLF PROPERTIES z ;\A ,4
6' 1S' PAVEMENT
9' 9'
1 /2 --
1 "/c T I -2 PAV I NG 5LaP '-e" FT.- ', "/F T . !
DB 767 PG 253 ; re
�Y31.7
;
EIP r F11I1iPjSTEA
-?4.3.
OPt%N
CABC MAW. SLOPE 2:1 5PAG1;
All 111111 fFF FM IWERVIOJS
SMACES VAIL BE I�TED
45' STREET SECTION �16' TOIIFILTRAT101MIECr�1
TBC OR ABC
U1EC3]END
DENOTES PROPOSED CONTOUR
`l.. • DENOTES EX. CONTOUR
Yj.0 DENOTES PROPOSED GRADE
rooOd DENOTES PROPOSED STORM DRAINAGE
of W/ INLETOPROTECTIOONRAINAGBASI1
• DENOTES LIMITS OF DISTURBANCE
Ix� DENOTES SILT FENCE
DENOTES SEDIMENT TRAP
�•� DENOTES DRAINAGE DIRECTION
DENOTES WETLAND LINES
. • w' DENOTES DRAINAGE AREA
FH
DENOTES PROPOSED FIRE HYDRANT
At4 DENOTES PROPOSED MANHOLE
8M SS DENOTES PROPOSED 8 IN SANITATY SEWER
DENOTES PROPOSED 5:1 SHALE
P,poujv,1 ''►.
S H .
t�
JMES. ►# FENT• ESS. -'Jk� P. E.
CTE
F I TER
IN
�R
1Nt<�21.5TIiIR]i
TOP 31.D
ElR�
NOTE6i
1. 29.26 A0995 IN PHA56 6 ZONED PO.
2. AGG666 TO bf P90V I O60 BY PUOW C ROA05,
WfN510N OP AZALEA DRIVE 4 N. 0fi VE06R6 OR. A6 SHOWN) 4E
6X I ST I N& P60WR I AN PAfH6 LOGAf60 IN 0£LV£0£9E P'„ANTAT I ON
POK &OLF GOL)95E AGGE66..
3. PROPERTY PURGHA560 by OiVm OP67C 'THE F0966f AT
b£L8V£O1 V , W€LL O6 60LO TO IN0IVIOUAL HOME OWNERS FOR
61 N&i.6 fAW LI Y R£61 06NG66 OR I`OWWOM66.
4. AGG656 FOR 6fKv I G6 4 f:A1 6f NGY vfH I GL66 16 PROV 1060
BY PIJ6W G KOA06 E GONPORM6 t0 NGOOf 61FAN0005.
OLIMP5f£R6 ARE NOT PKOV1060 FOR SIN&L6 fAM€LY H10M66.
5. NO GOMM696IAL OR NON•K65106NTIA1, U566 ARE P90PO560 f0R
TH16 06v6L0PM6NT•
6. W6fLANO PILL PERMIT 156U60 11/04/97• 0016fUR060 1P£fLANO6
SHALL 06 PROTW69 by GON66RVA1 IONk 6A6SM6 ffAL W6ft-AND IMPACT • 0.61 AG6
7,] LOTS 39-94 ARE PROPftfO A6 PAf 1 O HOME LOf5. C75 z
1,0T6 1 -315 AR6 PROP066P A6 e6fAf6 "1`6.
6. WATER ANO 56WER 66KVIGO PROV1090 by GAROLINA WATER
669VIG6, INC. ANO If-6 0BLV606R6 5Y6TEf115.
9. AVFRA&6 LOT 61Z6
PATIO HOME LOT 4500 60. ff. W/ 3500 of OF IMP6RVIOU6
66TAf6 LO1 7700 9O. ef. W/ 3500 6f Of IMpt CVIOU6
10. 4026 L-e PROP060P 90AD5
R E V I S I O N S
1�i�u dFO7- ocvo 8
STORiMWATER MANAGEMENT PLAN
f 4 �04ff
kANfAflON
- PHA60 6 -
TOPSAIL TOWNSHIP PENDER COUNTY NORTH CAROLINA
OWNER: THE FOREST AT BELVEDERE, LLC DESIGNED: AG
ADDRESS: 60 PELICAN DRIVE
WRIGHTSVILLE BEACH, NC 28480 DRAWN: AG
PHONE: [phone]
APPROVED: JHF
AA STROUD ENGINEERING, P.A. DATE: 8/16/01
102-D CINEMA DRIVE SCALE: 1 "= 100'
WILAAINGTON, NC 28403
[phone] SHEET 2 OF 12
P�P� N5541 } ' p0'•E ° - ...... 33.0
20. 00, , q. 1
\ / EIP X �,0 O r �� ��
61
.5
-7
VICINITY MAP •o,
(N. T. S. 1 FENDER LAND HOLDINGS 103.92' 5 9 . 6 2 3T,a x x,� 6 i y - g
D$ l241 PG 251- 4 55.1 ' ` 00 "E EIP .s . \tr 0 �,g d ,« -•�.5
0 00,
31.158 63 *5x 4~ '79
4s6 6 33.5 '7 4 �. r-. � I
-6 4
- 9E y
4 65
{ '! 2 3E
�E
yyp 52 32.� i, �• �.,�;,-
31.3 P1t+ 3
51 \ .t .. w. w w w �. .� .. w. s w w w� ��1w w s r s s w s w .. ..w s w w r w �.>� w' i w me i. s was
1 a 39 • - -
50
r p
49 28 ; ►y ' 126
NrF
PENDER !AND HOLDINGS
0B 84.3 PG 293
30' OKA I NA(,1;
EA5C-Mr,N1
- OPEN
SPAG�,
0. 5-3 AG.
60 N/F '
f JACK BROADBRIDGE
6Q
r '1 BA N O B V8 23 PG 90
I IP 11A lie 12A
l f •0� •28 13A N/F
13B 14A 148 JACK BRTIAMIIIGE
+S U r4(• Ma 13 PG 90
as'wsasr
�.o 33.5 ...■. ..�... '...�1P -2A
�81�� 82 . VA x ��•4''� 3�•5 x ;33•a � 32•S x .a x x
' >g4 / 8 5 8 6 8 7 88.... ' EE 3z'° 3Z•`� * �t.g ; , B U �0(yl
89 9.0.: 91 -'92.. 93 94•_a
EIP • 1 A �� DONALO C N/IMSOk, JR.
_ pRL 2m FM 441
CL
_ _
33 0
33.1
10 InIER;Y - - - -.
I
TOTAL AREA - -- - - - - - - - - - - - - -- 29.41 AC. •/-
WETLAND AREAS _________________1.38 AC.
RECEIVING STREAM - -- - - - IXTRACOASTAL WATERWAY
RIVRR BASIN - - - - -• - -- - - - - - - - -- - CAPE FEAR
STREAM CLASS ------__-_---___--__-SA
SINGLE FAMILY
AREA ---,-----___-----_-_-_22.75 AC
BUILDING -------------------329,000 SF
ROAD - - - - - - - - - - - - - - - - - - - - 81,706 SF
Y IMPERVIOUS - - - - - - - - - - - - - - - - - - 41.41
MULTIFAMILY
AREA --_------------•__-•-----6.66 AC
BUILDING - - - - - - - - - - - - - - - - - - 81.643 SF
ROAD - - - - - - - - - - - - - - - - - - - - - 9,200 SF
PARKING -------------------32,500 SF
IMPERVIOUS - - - - - - - - - - - - - ----- 42.51
TOTAL I IMPERVIOUS - - - - - - - - - - - - - - - - 41.71
SITE DATA
5 24 23 22 21
�`' ��u ,x t� . •�ti1d tst� ,��1.1- y.�,y ,x�.�. �.�,4>. �5 .��o ��,� ��;o �'. -;��� •. '�.
K s
�, • +�►� t,1 1M�lT. 36.7 rill RIM1 fAUf 11pER1tIW5..... .
4 7 t 30 �• SUff ACES SMALL K FORD
' TFp A. TO IMFILTRATI01 CULLECTIDN 15TA1' ON
• 01�' SYSTEM ITVI '
NrF ��'�' -�• IP �piTa BASIN #3 NrF oPEN a�14
PENDER LAND HOLDINGS 46 11°Rfl DRAINAGE NAGE AREA SPAGf% ���i .ati
DB 2 PG 25 BRIDGEWATER
•�` '��" 3.21 ACRES GOLF PROPERTIES 0.22 AG.
45 32 1.42 AC. IMP. 08 767 PG 253 moo'
MM AREA w 3 3 t
� 3 $
DRAI ALL NO pTF FR111 IMPERV10
Q Oy 3 / SLIFACES SflAtl BE IgIITEO
'P ? TD IN11`102A1101 CQLECTIDM 50' R/W
SYSTEM IIV)
'SHALE 1
�IK SIMOER OILER + PI + 8 2G' PAVEMENT - 6' 6'
E71. plFCII TO HIM. 31.0 ELEV. 5 f SHOULDER SHOULDER - DITCH
BASIN #1 ��;' a 2 6YPAs SAS 1 , /2 _
_
DRAINAGE �� STRLICTIIF N/F FT. I-2 PAVING SLGPE` " FT. °C
AREA 36 �3i.R , / ti
2.59 ACRES
�s R D.E. BRIDGEWATER
0.85 AC. IMP. 4y �a a GOLF PROPFkr IFS / �6„ CABC
DB 767 PG I53 I
11 III. i • ' ' `� fOP 31.5
Y� • 8 0 �,,o IS1RIE&�, TRENCH 4 6 " �
N/F W.3d.0
PRATISHT HA EARTIEN + 8 AISi M Sda I = AT RESIN DOTTQ1 5 0' STREET SECTION
� !'
GARG a P ,y rIE a ` 4E6• FILTER Q1 0 l WE X MIF IED
DB 1443 PG 347 Q#S.f ; P1 EletAIICE IIFILiRA1Ia1. STBC OR ABC
ti M`5,•'IIISE2`F ''-:�•Q9 AC. IMP.
oulma
Y ASEIEtMT WE T L IiNDs 1,
X 39.0 P4
X )9.i ♦ :r,: 60' R/W
'01Z s 20' PAVEMENT 6' 6'
Itl 31.2 1<4 o. SHOLLOER 10, 10' SHOULDER DITC!1
+EiP� a �' ! All f11A OFF FRII11 INKINVIDIIS r
UPLANDS IP SIXAMS SWIL IE WED " 1 112
11 0.57i�-'x 1011FILTRATIONCMLECTIOM 5 1-2 PAVING 5LOF'E FT 1"/FT. `
. 1 FE v ~ SYSTEM ITV) ' "/F T . ' �
I
b" CABC
zX3 I E 4 4
`` \43 42 60' STREET SECTION 6 f
--1
� q 1�•1 i
2 N EIP EIP STBC OR ABC
>
� N - N/F STORM DRAIN PIPE SCHEOULE
v o ow SCOTT H.COOK STORMFRINANCY: 1C fRS. EMCEPT 25 YR. FOR CROSS DRAINAGE PIPE TYPE:RCP n= 0.013
4 K Q 'c ! DB 1731' PG 244 LOCANON:SCHEMAT€C INO. AREA CUM. AREA PIPE DATA
w "�
50. FI. AC. AC. TIME 0f 1c iIN/HC RUNOFF O�IA D€AMEIER SLOPE HM/D
Q i PIPE a CONCIMINIINIEN5ITCOEFF. ICFSI INCHES %
1v P1 P1 8036 0118 5 7.23 0.5 0.67 18 0.1
7";)
P2P1+P2 52463 1.20 1.39 5 7.23 0.5 5.02 18 D.?
P3 P3 16375 0.42 5 7.23 0.5 1.52 18 0.1
X f 11\1 (2 1 _ 17 RI f- A G n P I 1 ! r ��� P4 P1 +P2+P3+P4 17006 0.39 2.20 5 ?.23 0.5 7.96 18 0.6
IE
TATE AS PER
DITCH DETAIL
W N.T.S.
3
F-
U
w
dPROJECT NO.: PW-165
DRAW I NG NAME. : f_' /MAOffR/PW- 165/0&N/51'0RMMANA&AUP9Af 0. 0&N
PS P5 .3842 0.78 5 8.15 D.5 3.1? 18 0.1 0.65
P6 P5+P6 56799 1.30 2.08 5 7.23 0.5 7.52 24 0.1
P8 P8 75283 t.73 5 8.15 0.5 7.05 18 0.3 1.0
P9 P8+P9 53366 1.23 2.95 5 7.23 0.5 10.68 24 0.2
P10 P8+P9 2.95 5 7.23 0.5 10.68 24 0.2
P7 P8+P90506 5.03 5 7.23 0.5 18.20 24 0.6
P11 P11 38243 0.88 5 8.15 0.5 3.59 !8 0.1 0.7
P14 PI1+P14 118935 2.73 3.61 5 1.23 0.5 13.04 24 0.3
P12 P12 6m 1.38 5 8.15 0.5 5.62 18 0.2 0.9
P13 P12+P13 56377 1.29 2,67 5 8.15 0.5 10.88 18 0.8 1.4
P15 P12+P13+P15 52632 1.21 3.88 5 8.15 0.5 15.81 24 0.4 1.1
P17 PI? 7639 0.18 5 7.23 0.5 0.63 18 0.1
P36 P12+P13415+P17 4.06 5 1.23 0.5 14.66 24 0.5
P18 Pie 1622! 0.37 5 7.23 0.5 1.35 12 0.3
P37 P12�p13+P15411+P18 4.43 5 7.23 0.5 16,0! 24 0.5
EX. t2i 36 IN, CFF' 44 40 4.42 0.25 48.62 121 36 0.8
P16 P16 27586 0.63 5 8.15 0.5 2.57 18 0.1 4.6
P20 P16+P20 56175 1.29 !.92 5 8.15 0.5 7.82 18 0.1 1.1
P22 P16+1`20422 58191 1.34 3.26 5 7.23 0.5 11.78 18 1.0
P21 P21 7305 0.17 5 7.23 015 0.61 12 0.3
P35 P16+P2O+P22+P21 3.43 5 1.23 0.5 12.39 24 0.3
P24 P24 47717 1.10 5 8.15 0.5 4.48 18 0.2 0.8
P23 P24+P23 43179 0.99 2.09 5 1.23 0.5 7.54 18 0.4
Ph P26 15057 0.35 5 8.15 0.5 1.43 18 0.1 0.4
P25 P26+P25 88792 2.04 2.38 5 7.23 0.5 8.62 IB 0.1
P33 P24+P23+P26+P25 194741 4.47 4.41 5 7.23 0.5 16.16 24 0.5
P38 P33+P35 7.90 5 1.23 0.5 28.55 30 0.5
I'M P28 9356 0.21 5 1.23 0.5 C.78 18 0.1
P27 P27 9841 0.23 5 8.15 0.5 0.94 18 0.1 0.3
P29 P28+P27+P29 6416 0,15 0.59 5 7.23 0.5 2,13 18 0.1
P30 P30 46217 1.06 5 7.23 0.5 3.84 18 0.2
P39 P28+P27+P29+P30 1.65 5 7.23 D.5 5.96 t8 0.3
P31 P31 53050 1.22 5 7.23 0.5 4.40 18 0.2
P32 P28+P21+P29+P30+P31 2.87 5 7.23 0.5 10.36 24 4.2
100 0 100 200
GRAPHIC SCALE: 1" = 100'
TX 1�.j• �N•,. r��slTT •w • •�i .t� ' ...�11 STuIE Ii � t
- �:T-_- _29.1
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y lb DIS1A1I.. 1REMT31 P3i` .
fN. f.5 .119 EIP
1� �, ��• .BAS I N- #48
I'
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a BASIN #4C 1oa,00' w�-w• - �•
4.6 ACRES rw..rww•° rwwww X�+,..
o �, .�;2.38 AC. IMP. DRAINAGE AREA Fr www wsrrrwra 7,22ww r 511 72' E1P w �
ISTR INENCH r w
N/F
RICNARD E. SHAY
F1fi 2Ti1RD411
DB 646 PG 221
Ti• 27•S 3. 65 ACRES E iP N41 2 All III ffF IF INPERYII>US
SIIMACES SIIAII K 0TEp
1.26 AC. IMP. DISTRI M Of BASIN #5 TO IIFILTRATIDM COLLECTidI
BASIN #4A SYSTEM IIVI
DRAINAGE AREA 4. 9 I ACRESAREA N y • .
3.8 ACRES 2.05 AC. IMP. fi 1+'
1.53 AC. IMP. Nr> vl
45' R/W BRIDGEWATER
GOLF PROPERTIES z ;\A ,4
6' 1S' PAVEMENT
9' 9'
1 /2 --
1 "/c T I -2 PAV I NG 5LaP '-e" FT.- ', "/F T . !
DB 767 PG 253 ; re
�Y31.7
;
EIP r F11I1iPjSTEA
-?4.3.
OPt%N
CABC MAW. SLOPE 2:1 5PAG1;
All 111111 fFF FM IWERVIOJS
SMACES VAIL BE I�TED
45' STREET SECTION �16' TOIIFILTRAT101MIECr�1
TBC OR ABC
U1EC3]END
DENOTES PROPOSED CONTOUR
`l.. • DENOTES EX. CONTOUR
Yj.0 DENOTES PROPOSED GRADE
rooOd DENOTES PROPOSED STORM DRAINAGE
of W/ INLETOPROTECTIOONRAINAGBASI1
• DENOTES LIMITS OF DISTURBANCE
Ix� DENOTES SILT FENCE
DENOTES SEDIMENT TRAP
�•� DENOTES DRAINAGE DIRECTION
DENOTES WETLAND LINES
. • w' DENOTES DRAINAGE AREA
FH
DENOTES PROPOSED FIRE HYDRANT
At4 DENOTES PROPOSED MANHOLE
8M SS DENOTES PROPOSED 8 IN SANITATY SEWER
DENOTES PROPOSED 5:1 SHALE
P,poujv,1 ''►.
S H .
t�
JMES. ►# FENT• ESS. -'Jk� P. E.
CTE
F I TER
IN
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1Nt<�21.5TIiIR]i
TOP 31.D
ElR�
NOTE6i
1. 29.26 A0995 IN PHA56 6 ZONED PO.
2. AGG666 TO bf P90V I O60 BY PUOW C ROA05,
WfN510N OP AZALEA DRIVE 4 N. 0fi VE06R6 OR. A6 SHOWN) 4E
6X I ST I N& P60WR I AN PAfH6 LOGAf60 IN 0£LV£0£9E P'„ANTAT I ON
POK &OLF GOL)95E AGGE66..
3. PROPERTY PURGHA560 by OiVm OP67C 'THE F0966f AT
b£L8V£O1 V , W€LL O6 60LO TO IN0IVIOUAL HOME OWNERS FOR
61 N&i.6 fAW LI Y R£61 06NG66 OR I`OWWOM66.
4. AGG656 FOR 6fKv I G6 4 f:A1 6f NGY vfH I GL66 16 PROV 1060
BY PIJ6W G KOA06 E GONPORM6 t0 NGOOf 61FAN0005.
OLIMP5f£R6 ARE NOT PKOV1060 FOR SIN&L6 fAM€LY H10M66.
5. NO GOMM696IAL OR NON•K65106NTIA1, U566 ARE P90PO560 f0R
TH16 06v6L0PM6NT•
6. W6fLANO PILL PERMIT 156U60 11/04/97• 0016fUR060 1P£fLANO6
SHALL 06 PROTW69 by GON66RVA1 IONk 6A6SM6 ffAL W6ft-AND IMPACT • 0.61 AG6
7,] LOTS 39-94 ARE PROPftfO A6 PAf 1 O HOME LOf5. C75 z
1,0T6 1 -315 AR6 PROP066P A6 e6fAf6 "1`6.
6. WATER ANO 56WER 66KVIGO PROV1090 by GAROLINA WATER
669VIG6, INC. ANO If-6 0BLV606R6 5Y6TEf115.
9. AVFRA&6 LOT 61Z6
PATIO HOME LOT 4500 60. ff. W/ 3500 of OF IMP6RVIOU6
66TAf6 LO1 7700 9O. ef. W/ 3500 6f Of IMpt CVIOU6
10. 4026 L-e PROP060P 90AD5
R E V I S I O N S
1�i�u dFO7- ocvo 8
STORiMWATER MANAGEMENT PLAN
f 4 �04ff
kANfAflON
- PHA60 6 -
TOPSAIL TOWNSHIP PENDER COUNTY NORTH CAROLINA
OWNER: THE FOREST AT BELVEDERE, LLC DESIGNED: AG
ADDRESS: 60 PELICAN DRIVE
WRIGHTSVILLE BEACH, NC 28480 DRAWN: AG
PHONE: [phone]
APPROVED: JHF
AA STROUD ENGINEERING, P.A. DATE: 8/16/01
102-D CINEMA DRIVE SCALE: 1 "= 100'
WILAAINGTON, NC 28403
[phone] SHEET 2 OF 12
�, • +�►� t,1 1M�lT. 36.7 rill RIM1 fAUf 11pER1tIW5..... .
4 7 t 30 �• SUff ACES SMALL K FORD
' TFp A. TO IMFILTRATI01 CULLECTIDN 15TA1' ON
• 01�' SYSTEM ITVI '
NrF ��'�' -�• IP �piTa BASIN #3 NrF oPEN a�14
PENDER LAND HOLDINGS 46 11°Rfl DRAINAGE NAGE AREA SPAGf% ���i .ati
DB 2 PG 25 BRIDGEWATER
•�` '��" 3.21 ACRES GOLF PROPERTIES 0.22 AG.
45 32 1.42 AC. IMP. 08 767 PG 253 moo'
MM AREA w 3 3 t
� 3 $
DRAI ALL NO pTF FR111 IMPERV10
Q Oy 3 / SLIFACES SflAtl BE IgIITEO
'P ? TD IN11`102A1101 CQLECTIDM 50' R/W
SYSTEM IIV)
'SHALE 1
�IK SIMOER OILER + PI + 8 2G' PAVEMENT - 6' 6'
E71. plFCII TO HIM. 31.0 ELEV. 5 f SHOULDER SHOULDER - DITCH
BASIN #1 ��;' a 2 6YPAs SAS 1 , /2 _
_
DRAINAGE �� STRLICTIIF N/F FT. I-2 PAVING SLGPE` " FT. °C
AREA 36 �3i.R , / ti
2.59 ACRES
�s R D.E. BRIDGEWATER
0.85 AC. IMP. 4y �a a GOLF PROPFkr IFS / �6„ CABC
DB 767 PG I53 I
11 III. i • ' ' `� fOP 31.5
Y� • 8 0 �,,o IS1RIE&�, TRENCH 4 6 " �
N/F W.3d.0
PRATISHT HA EARTIEN + 8 AISi M Sda I = AT RESIN DOTTQ1 5 0' STREET SECTION
� !'
GARG a P ,y rIE a ` 4E6• FILTER Q1 0 l WE X MIF IED
DB 1443 PG 347 Q#S.f ; P1 EletAIICE IIFILiRA1Ia1. STBC OR ABC
ti M`5,•'IIISE2`F ''-:�•Q9 AC. IMP.
oulma
Y ASEIEtMT WE T L IiNDs 1,
X 39.0 P4
X )9.i ♦ :r,: 60' R/W
'01Z s 20' PAVEMENT 6' 6'
Itl 31.2 1<4 o. SHOLLOER 10, 10' SHOULDER DITC!1
+EiP� a �' ! All f11A OFF FRII11 INKINVIDIIS r
UPLANDS IP SIXAMS SWIL IE WED " 1 112
11 0.57i�-'x 1011FILTRATIONCMLECTIOM 5 1-2 PAVING 5LOF'E FT 1"/FT. `
. 1 FE v ~ SYSTEM ITV) ' "/F T . ' �
I
b" CABC
zX3 I E 4 4
`` \43 42 60' STREET SECTION 6 f
--1
� q 1�•1 i
2 N EIP EIP STBC OR ABC
>
� N - N/F STORM DRAIN PIPE SCHEOULE
v o ow SCOTT H.COOK STORMFRINANCY: 1C fRS. EMCEPT 25 YR. FOR CROSS DRAINAGE PIPE TYPE:RCP n= 0.013
4 K Q 'c ! DB 1731' PG 244 LOCANON:SCHEMAT€C INO. AREA CUM. AREA PIPE DATA
w "�
50. FI. AC. AC. TIME 0f 1c iIN/HC RUNOFF O�IA D€AMEIER SLOPE HM/D
Q i PIPE a CONCIMINIINIEN5ITCOEFF. ICFSI INCHES %
1v P1 P1 8036 0118 5 7.23 0.5 0.67 18 0.1
7";)
P2P1+P2 52463 1.20 1.39 5 7.23 0.5 5.02 18 D.?
P3 P3 16375 0.42 5 7.23 0.5 1.52 18 0.1
X f 11\1 (2 1 _ 17 RI f- A G n P I 1 ! r ��� P4 P1 +P2+P3+P4 17006 0.39 2.20 5 ?.23 0.5 7.96 18 0.6
IE
TATE AS PER
DITCH DETAIL
W N.T.S.
3
F-
U
w
dPROJECT NO.: PW-165
DRAW I NG NAME. : f_' /MAOffR/PW- 165/0&N/51'0RMMANA&AUP9Af 0. 0&N
PS P5 .3842 0.78 5 8.15 D.5 3.1? 18 0.1 0.65
P6 P5+P6 56799 1.30 2.08 5 7.23 0.5 7.52 24 0.1
P8 P8 75283 t.73 5 8.15 0.5 7.05 18 0.3 1.0
P9 P8+P9 53366 1.23 2.95 5 7.23 0.5 10.68 24 0.2
P10 P8+P9 2.95 5 7.23 0.5 10.68 24 0.2
P7 P8+P90506 5.03 5 7.23 0.5 18.20 24 0.6
P11 P11 38243 0.88 5 8.15 0.5 3.59 !8 0.1 0.7
P14 PI1+P14 118935 2.73 3.61 5 1.23 0.5 13.04 24 0.3
P12 P12 6m 1.38 5 8.15 0.5 5.62 18 0.2 0.9
P13 P12+P13 56377 1.29 2,67 5 8.15 0.5 10.88 18 0.8 1.4
P15 P12+P13+P15 52632 1.21 3.88 5 8.15 0.5 15.81 24 0.4 1.1
P17 PI? 7639 0.18 5 7.23 0.5 0.63 18 0.1
P36 P12+P13415+P17 4.06 5 1.23 0.5 14.66 24 0.5
P18 Pie 1622! 0.37 5 7.23 0.5 1.35 12 0.3
P37 P12�p13+P15411+P18 4.43 5 7.23 0.5 16,0! 24 0.5
EX. t2i 36 IN, CFF' 44 40 4.42 0.25 48.62 121 36 0.8
P16 P16 27586 0.63 5 8.15 0.5 2.57 18 0.1 4.6
P20 P16+P20 56175 1.29 !.92 5 8.15 0.5 7.82 18 0.1 1.1
P22 P16+1`20422 58191 1.34 3.26 5 7.23 0.5 11.78 18 1.0
P21 P21 7305 0.17 5 7.23 015 0.61 12 0.3
P35 P16+P2O+P22+P21 3.43 5 1.23 0.5 12.39 24 0.3
P24 P24 47717 1.10 5 8.15 0.5 4.48 18 0.2 0.8
P23 P24+P23 43179 0.99 2.09 5 1.23 0.5 7.54 18 0.4
Ph P26 15057 0.35 5 8.15 0.5 1.43 18 0.1 0.4
P25 P26+P25 88792 2.04 2.38 5 7.23 0.5 8.62 IB 0.1
P33 P24+P23+P26+P25 194741 4.47 4.41 5 7.23 0.5 16.16 24 0.5
P38 P33+P35 7.90 5 1.23 0.5 28.55 30 0.5
I'M P28 9356 0.21 5 1.23 0.5 C.78 18 0.1
P27 P27 9841 0.23 5 8.15 0.5 0.94 18 0.1 0.3
P29 P28+P27+P29 6416 0,15 0.59 5 7.23 0.5 2,13 18 0.1
P30 P30 46217 1.06 5 7.23 0.5 3.84 18 0.2
P39 P28+P27+P29+P30 1.65 5 7.23 D.5 5.96 t8 0.3
P31 P31 53050 1.22 5 7.23 0.5 4.40 18 0.2
P32 P28+P21+P29+P30+P31 2.87 5 7.23 0.5 10.36 24 4.2
100 0 100 200
GRAPHIC SCALE: 1" = 100'
TX 1�.j• �N•,. r��slTT •w • •�i .t� ' ...�11 STuIE Ii � t
- �:T-_- _29.1
3•0 6 DIPIPD)
r5 _ x
T. ���' ,,1.4 4 Q 2 100 99 98 9'7 96 .,
_ ,
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yt ,
E.P P N34.48 4T W 314.74 I I I ; 31,9 «<,
y lb DIS1A1I.. 1REMT31 P3i` .
fN. f.5 .119 EIP
1� �, ��• .BAS I N- #48
I'
BRA I NAGE ARE N55 06 45"E 5
a BASIN #4C 1oa,00' w�-w• - �•
4.6 ACRES rw..rww•° rwwww X�+,..
o �, .�;2.38 AC. IMP. DRAINAGE AREA Fr www wsrrrwra 7,22ww r 511 72' E1P w �
ISTR INENCH r w
N/F
RICNARD E. SHAY
F1fi 2Ti1RD411
DB 646 PG 221
Ti• 27•S 3. 65 ACRES E iP N41 2 All III ffF IF INPERYII>US
SIIMACES SIIAII K 0TEp
1.26 AC. IMP. DISTRI M Of BASIN #5 TO IIFILTRATIDM COLLECTidI
BASIN #4A SYSTEM IIVI
DRAINAGE AREA 4. 9 I ACRESAREA N y • .
3.8 ACRES 2.05 AC. IMP. fi 1+'
1.53 AC. IMP. Nr> vl
45' R/W BRIDGEWATER
GOLF PROPERTIES z ;\A ,4
6' 1S' PAVEMENT
9' 9'
1 /2 --
1 "/c T I -2 PAV I NG 5LaP '-e" FT.- ', "/F T . !
DB 767 PG 253 ; re
�Y31.7
;
EIP r F11I1iPjSTEA
-?4.3.
OPt%N
CABC MAW. SLOPE 2:1 5PAG1;
All 111111 fFF FM IWERVIOJS
SMACES VAIL BE I�TED
45' STREET SECTION �16' TOIIFILTRAT101MIECr�1
TBC OR ABC
U1EC3]END
DENOTES PROPOSED CONTOUR
`l.. • DENOTES EX. CONTOUR
Yj.0 DENOTES PROPOSED GRADE
rooOd DENOTES PROPOSED STORM DRAINAGE
of W/ INLETOPROTECTIOONRAINAGBASI1
• DENOTES LIMITS OF DISTURBANCE
Ix� DENOTES SILT FENCE
DENOTES SEDIMENT TRAP
�•� DENOTES DRAINAGE DIRECTION
DENOTES WETLAND LINES
. • w' DENOTES DRAINAGE AREA
FH
DENOTES PROPOSED FIRE HYDRANT
At4 DENOTES PROPOSED MANHOLE
8M SS DENOTES PROPOSED 8 IN SANITATY SEWER
DENOTES PROPOSED 5:1 SHALE
P,poujv,1 ''►.
S H .
t�
JMES. ►# FENT• ESS. -'Jk� P. E.
CTE
F I TER
IN
�R
1Nt<�21.5TIiIR]i
TOP 31.D
ElR�
NOTE6i
1. 29.26 A0995 IN PHA56 6 ZONED PO.
2. AGG666 TO bf P90V I O60 BY PUOW C ROA05,
WfN510N OP AZALEA DRIVE 4 N. 0fi VE06R6 OR. A6 SHOWN) 4E
6X I ST I N& P60WR I AN PAfH6 LOGAf60 IN 0£LV£0£9E P'„ANTAT I ON
POK &OLF GOL)95E AGGE66..
3. PROPERTY PURGHA560 by OiVm OP67C 'THE F0966f AT
b£L8V£O1 V , W€LL O6 60LO TO IN0IVIOUAL HOME OWNERS FOR
61 N&i.6 fAW LI Y R£61 06NG66 OR I`OWWOM66.
4. AGG656 FOR 6fKv I G6 4 f:A1 6f NGY vfH I GL66 16 PROV 1060
BY PIJ6W G KOA06 E GONPORM6 t0 NGOOf 61FAN0005.
OLIMP5f£R6 ARE NOT PKOV1060 FOR SIN&L6 fAM€LY H10M66.
5. NO GOMM696IAL OR NON•K65106NTIA1, U566 ARE P90PO560 f0R
TH16 06v6L0PM6NT•
6. W6fLANO PILL PERMIT 156U60 11/04/97• 0016fUR060 1P£fLANO6
SHALL 06 PROTW69 by GON66RVA1 IONk 6A6SM6 ffAL W6ft-AND IMPACT • 0.61 AG6
7,] LOTS 39-94 ARE PROPftfO A6 PAf 1 O HOME LOf5. C75 z
1,0T6 1 -315 AR6 PROP066P A6 e6fAf6 "1`6.
6. WATER ANO 56WER 66KVIGO PROV1090 by GAROLINA WATER
669VIG6, INC. ANO If-6 0BLV606R6 5Y6TEf115.
9. AVFRA&6 LOT 61Z6
PATIO HOME LOT 4500 60. ff. W/ 3500 of OF IMP6RVIOU6
66TAf6 LO1 7700 9O. ef. W/ 3500 6f Of IMpt CVIOU6
10. 4026 L-e PROP060P 90AD5
R E V I S I O N S
1�i�u dFO7- ocvo 8
STORiMWATER MANAGEMENT PLAN
f 4 �04ff
kANfAflON
- PHA60 6 -
TOPSAIL TOWNSHIP PENDER COUNTY NORTH CAROLINA
OWNER: THE FOREST AT BELVEDERE, LLC DESIGNED: AG
ADDRESS: 60 PELICAN DRIVE
WRIGHTSVILLE BEACH, NC 28480 DRAWN: AG
PHONE: [phone]
APPROVED: JHF
AA STROUD ENGINEERING, P.A. DATE: 8/16/01
102-D CINEMA DRIVE SCALE: 1 "= 100'
WILAAINGTON, NC 28403
[phone] SHEET 2 OF 12
100 0 100 200
GRAPHIC SCALE: 1" = 100'
TX 1�.j• �N•,. r��slTT •w • •�i .t� ' ...�11 STuIE Ii � t
- �:T-_- _29.1
3•0 6 DIPIPD)
r5 _ x
T. ���' ,,1.4 4 Q 2 100 99 98 9'7 96 .,
_ ,
� � �, � �� . sx ,�,,� �,Jrrsx i �,�o ��� �o � � *�o �� 95 � i . _.. •4-�
D.� i' � �p� � M _ '•-•,••
pr
a I At
Z.- - �+ REEA _ 18AE�Y� � iP�PEj? �'..1.� 1 � ,'1 i• -
yt ,
E.P P N34.48 4T W 314.74 I I I ; 31,9 «<,
y lb DIS1A1I.. 1REMT31 P3i` .
fN. f.5 .119 EIP
1� �, ��• .BAS I N- #48
I'
BRA I NAGE ARE N55 06 45"E 5
a BASIN #4C 1oa,00' w�-w• - �•
4.6 ACRES rw..rww•° rwwww X�+,..
o �, .�;2.38 AC. IMP. DRAINAGE AREA Fr www wsrrrwra 7,22ww r 511 72' E1P w �
ISTR INENCH r w
N/F
RICNARD E. SHAY
F1fi 2Ti1RD411
DB 646 PG 221
Ti• 27•S 3. 65 ACRES E iP N41 2 All III ffF IF INPERYII>US
SIIMACES SIIAII K 0TEp
1.26 AC. IMP. DISTRI M Of BASIN #5 TO IIFILTRATIDM COLLECTidI
BASIN #4A SYSTEM IIVI
DRAINAGE AREA 4. 9 I ACRESAREA N y • .
3.8 ACRES 2.05 AC. IMP. fi 1+'
1.53 AC. IMP. Nr> vl
45' R/W BRIDGEWATER
GOLF PROPERTIES z ;\A ,4
6' 1S' PAVEMENT
9' 9'
1 /2 --
1 "/c T I -2 PAV I NG 5LaP '-e" FT.- ', "/F T . !
DB 767 PG 253 ; re
�Y31.7
;
EIP r F11I1iPjSTEA
-?4.3.
OPt%N
CABC MAW. SLOPE 2:1 5PAG1;
All 111111 fFF FM IWERVIOJS
SMACES VAIL BE I�TED
45' STREET SECTION �16' TOIIFILTRAT101MIECr�1
TBC OR ABC
U1EC3]END
DENOTES PROPOSED CONTOUR
`l.. • DENOTES EX. CONTOUR
Yj.0 DENOTES PROPOSED GRADE
rooOd DENOTES PROPOSED STORM DRAINAGE
of W/ INLETOPROTECTIOONRAINAGBASI1
• DENOTES LIMITS OF DISTURBANCE
Ix� DENOTES SILT FENCE
DENOTES SEDIMENT TRAP
�•� DENOTES DRAINAGE DIRECTION
DENOTES WETLAND LINES
. • w' DENOTES DRAINAGE AREA
FH
DENOTES PROPOSED FIRE HYDRANT
At4 DENOTES PROPOSED MANHOLE
8M SS DENOTES PROPOSED 8 IN SANITATY SEWER
DENOTES PROPOSED 5:1 SHALE
P,poujv,1 ''►.
S H .
t�
JMES. ►# FENT• ESS. -'Jk� P. E.
CTE
F I TER
IN
�R
1Nt<�21.5TIiIR]i
TOP 31.D
ElR�
NOTE6i
1. 29.26 A0995 IN PHA56 6 ZONED PO.
2. AGG666 TO bf P90V I O60 BY PUOW C ROA05,
WfN510N OP AZALEA DRIVE 4 N. 0fi VE06R6 OR. A6 SHOWN) 4E
6X I ST I N& P60WR I AN PAfH6 LOGAf60 IN 0£LV£0£9E P'„ANTAT I ON
POK &OLF GOL)95E AGGE66..
3. PROPERTY PURGHA560 by OiVm OP67C 'THE F0966f AT
b£L8V£O1 V , W€LL O6 60LO TO IN0IVIOUAL HOME OWNERS FOR
61 N&i.6 fAW LI Y R£61 06NG66 OR I`OWWOM66.
4. AGG656 FOR 6fKv I G6 4 f:A1 6f NGY vfH I GL66 16 PROV 1060
BY PIJ6W G KOA06 E GONPORM6 t0 NGOOf 61FAN0005.
OLIMP5f£R6 ARE NOT PKOV1060 FOR SIN&L6 fAM€LY H10M66.
5. NO GOMM696IAL OR NON•K65106NTIA1, U566 ARE P90PO560 f0R
TH16 06v6L0PM6NT•
6. W6fLANO PILL PERMIT 156U60 11/04/97• 0016fUR060 1P£fLANO6
SHALL 06 PROTW69 by GON66RVA1 IONk 6A6SM6 ffAL W6ft-AND IMPACT • 0.61 AG6
7,] LOTS 39-94 ARE PROPftfO A6 PAf 1 O HOME LOf5. C75 z
1,0T6 1 -315 AR6 PROP066P A6 e6fAf6 "1`6.
6. WATER ANO 56WER 66KVIGO PROV1090 by GAROLINA WATER
669VIG6, INC. ANO If-6 0BLV606R6 5Y6TEf115.
9. AVFRA&6 LOT 61Z6
PATIO HOME LOT 4500 60. ff. W/ 3500 of OF IMP6RVIOU6
66TAf6 LO1 7700 9O. ef. W/ 3500 6f Of IMpt CVIOU6
10. 4026 L-e PROP060P 90AD5
R E V I S I O N S
1�i�u dFO7- ocvo 8
STORiMWATER MANAGEMENT PLAN
f 4 �04ff
kANfAflON
- PHA60 6 -
TOPSAIL TOWNSHIP PENDER COUNTY NORTH CAROLINA
OWNER: THE FOREST AT BELVEDERE, LLC DESIGNED: AG
ADDRESS: 60 PELICAN DRIVE
WRIGHTSVILLE BEACH, NC 28480 DRAWN: AG
PHONE: [phone]
APPROVED: JHF
AA STROUD ENGINEERING, P.A. DATE: 8/16/01
102-D CINEMA DRIVE SCALE: 1 "= 100'
WILAAINGTON, NC 28403
[phone] SHEET 2 OF 12
DB 767 PG 253 ; re
�Y31.7
;
EIP r F11I1iPjSTEA
-?4.3.
OPt%N
CABC MAW. SLOPE 2:1 5PAG1;
All 111111 fFF FM IWERVIOJS
SMACES VAIL BE I�TED
45' STREET SECTION �16' TOIIFILTRAT101MIECr�1
TBC OR ABC
U1EC3]END
DENOTES PROPOSED CONTOUR
`l.. • DENOTES EX. CONTOUR
Yj.0 DENOTES PROPOSED GRADE
rooOd DENOTES PROPOSED STORM DRAINAGE
of W/ INLETOPROTECTIOONRAINAGBASI1
• DENOTES LIMITS OF DISTURBANCE
Ix� DENOTES SILT FENCE
DENOTES SEDIMENT TRAP
�•� DENOTES DRAINAGE DIRECTION
DENOTES WETLAND LINES
. • w' DENOTES DRAINAGE AREA
FH
DENOTES PROPOSED FIRE HYDRANT
At4 DENOTES PROPOSED MANHOLE
8M SS DENOTES PROPOSED 8 IN SANITATY SEWER
DENOTES PROPOSED 5:1 SHALE
P,poujv,1 ''►.
S H .
t�
JMES. ►# FENT• ESS. -'Jk� P. E.
CTE
F I TER
IN
�R
1Nt<�21.5TIiIR]i
TOP 31.D
ElR�
NOTE6i
1. 29.26 A0995 IN PHA56 6 ZONED PO.
2. AGG666 TO bf P90V I O60 BY PUOW C ROA05,
WfN510N OP AZALEA DRIVE 4 N. 0fi VE06R6 OR. A6 SHOWN) 4E
6X I ST I N& P60WR I AN PAfH6 LOGAf60 IN 0£LV£0£9E P'„ANTAT I ON
POK &OLF GOL)95E AGGE66..
3. PROPERTY PURGHA560 by OiVm OP67C 'THE F0966f AT
b£L8V£O1 V , W€LL O6 60LO TO IN0IVIOUAL HOME OWNERS FOR
61 N&i.6 fAW LI Y R£61 06NG66 OR I`OWWOM66.
4. AGG656 FOR 6fKv I G6 4 f:A1 6f NGY vfH I GL66 16 PROV 1060
BY PIJ6W G KOA06 E GONPORM6 t0 NGOOf 61FAN0005.
OLIMP5f£R6 ARE NOT PKOV1060 FOR SIN&L6 fAM€LY H10M66.
5. NO GOMM696IAL OR NON•K65106NTIA1, U566 ARE P90PO560 f0R
TH16 06v6L0PM6NT•
6. W6fLANO PILL PERMIT 156U60 11/04/97• 0016fUR060 1P£fLANO6
SHALL 06 PROTW69 by GON66RVA1 IONk 6A6SM6 ffAL W6ft-AND IMPACT • 0.61 AG6
7,] LOTS 39-94 ARE PROPftfO A6 PAf 1 O HOME LOf5. C75 z
1,0T6 1 -315 AR6 PROP066P A6 e6fAf6 "1`6.
6. WATER ANO 56WER 66KVIGO PROV1090 by GAROLINA WATER
669VIG6, INC. ANO If-6 0BLV606R6 5Y6TEf115.
9. AVFRA&6 LOT 61Z6
PATIO HOME LOT 4500 60. ff. W/ 3500 of OF IMP6RVIOU6
66TAf6 LO1 7700 9O. ef. W/ 3500 6f Of IMpt CVIOU6
10. 4026 L-e PROP060P 90AD5
R E V I S I O N S
1�i�u dFO7- ocvo 8
STORiMWATER MANAGEMENT PLAN
f 4 �04ff
kANfAflON
- PHA60 6 -
TOPSAIL TOWNSHIP PENDER COUNTY NORTH CAROLINA
OWNER: THE FOREST AT BELVEDERE, LLC DESIGNED: AG
ADDRESS: 60 PELICAN DRIVE
WRIGHTSVILLE BEACH, NC 28480 DRAWN: AG
PHONE: [phone]
APPROVED: JHF
AA STROUD ENGINEERING, P.A. DATE: 8/16/01
102-D CINEMA DRIVE SCALE: 1 "= 100'
WILAAINGTON, NC 28403
[phone] SHEET 2 OF 12
P,poujv,1 ''►.
S H .
t�
JMES. ►# FENT• ESS. -'Jk� P. E.
CTE
F I TER
IN
�R
1Nt<�21.5TIiIR]i
TOP 31.D
ElR�
NOTE6i
1. 29.26 A0995 IN PHA56 6 ZONED PO.
2. AGG666 TO bf P90V I O60 BY PUOW C ROA05,
WfN510N OP AZALEA DRIVE 4 N. 0fi VE06R6 OR. A6 SHOWN) 4E
6X I ST I N& P60WR I AN PAfH6 LOGAf60 IN 0£LV£0£9E P'„ANTAT I ON
POK &OLF GOL)95E AGGE66..
3. PROPERTY PURGHA560 by OiVm OP67C 'THE F0966f AT
b£L8V£O1 V , W€LL O6 60LO TO IN0IVIOUAL HOME OWNERS FOR
61 N&i.6 fAW LI Y R£61 06NG66 OR I`OWWOM66.
4. AGG656 FOR 6fKv I G6 4 f:A1 6f NGY vfH I GL66 16 PROV 1060
BY PIJ6W G KOA06 E GONPORM6 t0 NGOOf 61FAN0005.
OLIMP5f£R6 ARE NOT PKOV1060 FOR SIN&L6 fAM€LY H10M66.
5. NO GOMM696IAL OR NON•K65106NTIA1, U566 ARE P90PO560 f0R
TH16 06v6L0PM6NT•
6. W6fLANO PILL PERMIT 156U60 11/04/97• 0016fUR060 1P£fLANO6
SHALL 06 PROTW69 by GON66RVA1 IONk 6A6SM6 ffAL W6ft-AND IMPACT • 0.61 AG6
7,] LOTS 39-94 ARE PROPftfO A6 PAf 1 O HOME LOf5. C75 z
1,0T6 1 -315 AR6 PROP066P A6 e6fAf6 "1`6.
6. WATER ANO 56WER 66KVIGO PROV1090 by GAROLINA WATER
669VIG6, INC. ANO If-6 0BLV606R6 5Y6TEf115.
9. AVFRA&6 LOT 61Z6
PATIO HOME LOT 4500 60. ff. W/ 3500 of OF IMP6RVIOU6
66TAf6 LO1 7700 9O. ef. W/ 3500 6f Of IMpt CVIOU6
10. 4026 L-e PROP060P 90AD5
R E V I S I O N S
1�i�u dFO7- ocvo 8
STORiMWATER MANAGEMENT PLAN
f 4 �04ff
kANfAflON
- PHA60 6 -
TOPSAIL TOWNSHIP PENDER COUNTY NORTH CAROLINA
OWNER: THE FOREST AT BELVEDERE, LLC DESIGNED: AG
ADDRESS: 60 PELICAN DRIVE
WRIGHTSVILLE BEACH, NC 28480 DRAWN: AG
PHONE: [phone]
APPROVED: JHF
AA STROUD ENGINEERING, P.A. DATE: 8/16/01
102-D CINEMA DRIVE SCALE: 1 "= 100'
WILAAINGTON, NC 28403
[phone] SHEET 2 OF 12
NOTE6i
1. 29.26 A0995 IN PHA56 6 ZONED PO.
2. AGG666 TO bf P90V I O60 BY PUOW C ROA05,
WfN510N OP AZALEA DRIVE 4 N. 0fi VE06R6 OR. A6 SHOWN) 4E
6X I ST I N& P60WR I AN PAfH6 LOGAf60 IN 0£LV£0£9E P'„ANTAT I ON
POK &OLF GOL)95E AGGE66..
3. PROPERTY PURGHA560 by OiVm OP67C 'THE F0966f AT
b£L8V£O1 V , W€LL O6 60LO TO IN0IVIOUAL HOME OWNERS FOR
61 N&i.6 fAW LI Y R£61 06NG66 OR I`OWWOM66.
4. AGG656 FOR 6fKv I G6 4 f:A1 6f NGY vfH I GL66 16 PROV 1060
BY PIJ6W G KOA06 E GONPORM6 t0 NGOOf 61FAN0005.
OLIMP5f£R6 ARE NOT PKOV1060 FOR SIN&L6 fAM€LY H10M66.
5. NO GOMM696IAL OR NON•K65106NTIA1, U566 ARE P90PO560 f0R
TH16 06v6L0PM6NT•
6. W6fLANO PILL PERMIT 156U60 11/04/97• 0016fUR060 1P£fLANO6
SHALL 06 PROTW69 by GON66RVA1 IONk 6A6SM6 ffAL W6ft-AND IMPACT • 0.61 AG6
7,] LOTS 39-94 ARE PROPftfO A6 PAf 1 O HOME LOf5. C75 z
1,0T6 1 -315 AR6 PROP066P A6 e6fAf6 "1`6.
6. WATER ANO 56WER 66KVIGO PROV1090 by GAROLINA WATER
669VIG6, INC. ANO If-6 0BLV606R6 5Y6TEf115.
9. AVFRA&6 LOT 61Z6
PATIO HOME LOT 4500 60. ff. W/ 3500 of OF IMP6RVIOU6
66TAf6 LO1 7700 9O. ef. W/ 3500 6f Of IMpt CVIOU6
10. 4026 L-e PROP060P 90AD5
R E V I S I O N S
1�i�u dFO7- ocvo 8
STORiMWATER MANAGEMENT PLAN
f 4 �04ff
kANfAflON
- PHA60 6 -
TOPSAIL TOWNSHIP PENDER COUNTY NORTH CAROLINA
OWNER: THE FOREST AT BELVEDERE, LLC DESIGNED: AG
ADDRESS: 60 PELICAN DRIVE
WRIGHTSVILLE BEACH, NC 28480 DRAWN: AG
PHONE: [phone]
APPROVED: JHF
AA STROUD ENGINEERING, P.A. DATE: 8/16/01
102-D CINEMA DRIVE SCALE: 1 "= 100'
WILAAINGTON, NC 28403
[phone] SHEET 2 OF 12

Topsail
Hampsteod
I TEN
Annandale
V I C I N I T Y M A P
(N. T. S. 1
N/F
PENDER LAND HOLDINGS
DB 1241 PG 251
COMMON AREA
A SURFACES SHALL BE ROUTED
, TO IMF ILTRA1ION COLLECTION
J�v 311ALE 1 �`�0.� SIS1EN IIYPt
PROVIDE SHOIIOER OVER UPI
EX. DITCH TO YIN. 38.0 ELEV. 3 5'f \
BAS IN ##1'
DRAINAGE �� STRUCTURE
AREA 3613E 0 N/F
38. 64 - * ,� YO D•E• BRIDGEWATER
2. 59 ACRES 3' •` • - • - ��,a h r62
S GOLF PROPERT IF
0.85 AC. IMP. p•"�' DgOpIlow a
` 36.3 EIEY. DB 767 PG 253
TOP 38.5
18 IN. * •'. `8 o
N/F a IKvSTR:piRENCH
r �3
PRATISHTHA P EART�dlid HEN ? •A BAISMSFOUND AT DESIGN BOTTOM
GARG ' VFG. FILTER •''• OF�1 WE SCARIFIED
'y STR``Bg PT € 0 ENHANCE INFILTRATION.
DB 1443 Pap1
G 347 0' 1' INV. 35'T TRENCH `• 3 .
�� •..
ti TOP 361.5 so' .Y FgET '-83 `': r: t. 09 AC. IMPe
DRAINAGE t
t 7 ASENENT• • WE TLUDS
.x 39.0 P! :. S.
" : X 39.5 r.
g i4 ;b,
'OIL �•• �,j,•
t 38.2..
i -
.o 4 . ' ALL RUN OFF FROM IMPERVIOUS
EIP, UPLANOS' IP SURFACES SRAM BE ROUTED
/ 011 D.S7 ,-" x TO INFILTRATION COLLECTION
E P1 FE SYSTEM ITYP1
4
z X3 i 1 E 44
�43 4;2
�
x 39.5 `� •� X 39.5 -.fix 40.P
LL_ q
N EIP 9 EIP
Q__ m ? - N CV /F
a o o SCOTT H.COOK
x DB 1731 PG 244
LO
EXISTINA OKIVE
DRAINAGE SCHEDULE
STRUCTURE
TOP
N INV.
S INV.
E INV.
W INV.
1
39.0
-
--
36.6
36.6
JB 1
39.2
36.1
--
--
36.1
JB 2
40.0
36.8
--
36.8
36.$
JB 3
39.2
36.2
--
36.2
--
JB 4
1 40.5
--
--
37.4
37.4
JB 5
32.6
30.1
30.1
30.1
--
JB 6
31.0
--
21.6
27.6
JB 7
32.0
27.6
27.6
JB 8
32.0
30.0
--
29.0
29.0
JB 9
33.0
29.6
29.6
29.6
--
JB 10
33.5--
28.3
28.3
--
JB 11
33.0
28.2
28.2
--
JB 12
32.0
29.7
--
29.7
JB 13
32.2
29.6
29.E
29-6
--
JB 14
32.0
29.8
--
--
JB 15
32.0
29.6
29.6
JB 16
31.0
28.1
--28.1--
BP 92
40.0
--
37.4
36.0
36.0
BP #3
40.0
37.5
--
36.7
36.7
BP #4A
34.0
27.6
27.6
--
BE #4B
34.0
27.7
1 27.7
--
--
BE #4C
33.
27.5
--
27.5
28.6
BP #5
4.
31.0
30.1
30.1
30.1
29.5
�45
TATE AS PER
ING SCHEDUAL
DITCH DETAIL
3
d N.T.S.
F_
U
W
7)
cr PROJECT NO.: PW-165
I1 DRAWING NAME.f, /MA5'f 6R/PW - 165/0(tN/5fORMMANAG6UPflA?t:. OGN
.
P' 7.5 i
N55°11'00'E IN
20.00' EIP'I; rAJ
% 38' 60 '
6T.5 x Oslo 8
9 ;.0
6T
�1
N25° 11'00"E
N/F X 38.0 5 9
1�
103.92'
PENDER LAND HOLDINGS '''.. i } 31.a x -'45 �j'/ -..
E [ P s
o
. r "7 0
�y
! 5
�+
�y Q
f .8 % �4
, ,
DB 1241 PG 25l. N55 1 1 00"E i
40.00'
�f\ lA•5
o
,•s`
�• 33.5
'7 4'�
- - X 37.55 8 x�
_ .,;_:- :: - _ _ `' 6 3 .� .�ss6 6 �.
--
3�
•� .5 _ = �s_ .. - =tee - _
.� jA x'18 x �• 'E'�` }
3r-
33
-'
- 7._:.
ti
Apt _
-- •-- 64:. 65 :...fit.
1 - - _ - x r
:���.':
_ -
....:..: :- tr - . _ . :: ' • . \ - ... Sat - ' 3b
--. -__ -•- - ' Asa
... P12
5�.-' y-------- �-�•-��_ -::ems=-_-�:•>_'_�:��-��- :::.-.-
f 35•�.
-
-
!� _
52 -4,
�' 31.5 32.131
:
Wit.
rr....
�tr r r r r r r r r r r .
1• r r r r r .r r\. '
Pit
'• 1 �1r r r ..... '. r r r r r r r r r r
51 39•
1*33.a1
11.4
39.7
5 D ALE
of
F.�1y 25
49 -- %r 28 11 y f 26� 'tIV
s
1'.
24
23
22
21
�,•.20
..•1�9
18 ,
17
46
15
14
1
_
r
!I
r
r
r r r
r r r r w
r r r r
-
�� 1
• •• �,
..EIP.
Iz
1
; 6 1P
51s� w* 4 36•T
NV.
ALL�1 W TIFF FROM- 1MPERVIbi15'
• * 3 0 e�
47
.T
SURFACES SHALL BE ROUTED
I' I F
/
TOP 38.5
TO INFILTRATION COLLECTION
SYSTEM 1TYP1
SCAT I ON
' ,P �poTTOM
Ot i OPT.•
4�' ��---....-.3i�0f1 Y.
BASIN #3
114
OP6N o a
�'
DRAINAGE
AREA
BRIDGEWATER
GOLF PROPERTIES
OP226AG.
3.21 ACRES
32
1.42 AC. I MP.
DB 767 PG 253
�h`'
�o
jEASE11EyT'�/� ALL RUN OFF FROM IMPERVIOUS
cr
50' R/w Y
a
g' 20' PAVEMENT 6' 6'
SHOULDER
10'
10'
SHOULDER
DITCH
,o
1 1/2
1 "/FT.
I-2 PAVING
SLOPEr, U. -
1"/FT.
Z••1 - 9;1 2��
6" CABC
50' STREET SECTION
STBC OR ABC
60' R/w
r
8' 20' PAVEMENT 6' 6'
U
SHOULDER
10` 10'
SHOULDER
1 1 /2
1 "/FT.
I-2 PAVING
SLOPE FT.
1"/FT.
DITCH 0
Mw
cr
6" CABC
60' STREET SECTION„f*
STBC OR ABC
STORM DRAIN PIPE SCHEDULE
STORM
FREQUENCY: 10 YRS, EXCEPT 25 YR.
FOR CROSS DRAINAGE
PIPE
TYPE:RCP n=
0.013
LOCATION:SCHEMATIC
IND. AREA
CUM, AREA
PIPE DATA
SO. FT.
AC.
AC.
TIME OF
Ic MIN/HC
RUNOFF
O=CIA DIAMETER SLOPE
HW/D
PIPE ►t
CONCIMINIINTENSITCOEFF•
ICFSI INCHES
%
P1
P1
8036
0.€8
5
7.23
0.5
0.67
18
0.1
P2
P1+P2
52463
1,20
1.39
5
7.23
0.5
5.02
18
0.2
P3
P3
18375
0.42
5
7.23
0.5
1.52
18
0.1
P4
P1+P2+P3+P4
17006
0.39
2.20
5
7.23
0.5
7.96
18
0.6
P5
P5
33842
0.78
5
8.15
0.5
3.17
18
0.1
0.65
P6
P5+P6
56799
1.30
2.08
5
7.23
0.5
7.52
24
0.1
P8
P8
75283
1.73
5
8.15
0.5
7.05
18
0.3
1.0
P9
P8+P9
53366
1.23
2.95
5
1.23
0.5
10.68
24
0.2
NO
P8+P9
2.95
5
7.73
0.5
10.68
24
0.2
P7
P8+P9+P5+P6
5.03
5
7.23
0.5
18.20
24
0.6
P11
P11
38243
0.88
5
8.15
0.5
3.59
18
0.1
0.7
P14
P11+P14
118935
2.73
3.61
5
7.23
0.5
13.04
24
0.3
P12
P12
60008
1.38
5
8.15
0.5
5.62
18
0.2
0.9
P13
P12+P13
56377
1.29
2.67
5
8.15
0.5
10.88
18
0.8
1.4
P15
P12+P13+P15
52632
1.21
3.88
5
8.15
0.5
15.81
24
0.4
1.1
P17
P17
7639
0.€8
5
7.23
0.5
0.63
1B
0.1
P36
P12+P13+P15+P17
4.06
5
7.23
0.5
14.66
24
0.5
P18
P18
16221
0.37
5
7.23
0.5
1.35
12
0.3
P37
P12+P13+P15+P17+P18
4.43
5
7.23
0.5
16.01
24
0.5
EX. 12) 36 IN. CMP
44
40
4.42
0.25
48.62
(2)
36
0.8
P16
P16
27586
0.63
5
8.15
0.5
2.57
18
0.1
0.6
P20
P16020
56175
1.29
1.92
5
8.15
0.5
7.82
18
0.4
1.1
P22
P16+P2O+P22
58191
1.34
3.26
5
7.23
0.5
11.78
1B
1.0
P21
P21
7305
0.17
5
7.23
0.5
0.61
12
0.3
P35
P16+P20+P22+P21
3.43
5
7.23
0.5
12.39
24
0.3
P24
P24
47713
1.10
5
8.15
0.5
4.4B
18
0.2
0.8
P23
P24+P23
43179
0.99
2,09
5
1.23
0.5
7.54
18
0.4
P26
P26
15057
0.35
5
8.15
0.5
1.43
18
0.1
0.4
P25
P26+P25
88792
2.04
2.38
5
7.23
0.5
B.62
18
0.7
P33
P24+P23+P26+P25
194741
4.47
4.47
5
7.23
0.5
16.16
24
0.5
P38
P33+P35
7.90
5
7.23
0.5
2B.55
30
0.5
P28
P28
9356
0.21
5
7.23
0.5
0.78
18
0.1
P27
P27
9847
0,23
5
8.15
0.5
0.94
18
0.1
0.3
P29
P28+P27+P29
6416
0.15
0,59
5
7.23
0.5
2.13
18
0.1
P30
P30
46217
1.06
5
7.23
0.5
3.84
18
0.2
P39
P28+P27+P29+P30
1.65
5
7.23
0.5
5.96
18
0.3
P31
P31
53050
1.22
5
7.23
0.5
4.40
18
0.2
P32
P28+P27+P29+P30+P31
2.87
5
7.23
0.5
10.36
24
0.2
100 0 100 200
GRAPHIC SCALE: 1" = 100'
N/F
PENDER LAND HOLDINGS
DB 843 PG 293
30' OKA I NAGI:
EA5�,MtNT
OPtN
�PAGt%
0.53 AG.
TOTAL AREA - - - - - -
- - - - - - - - -- 29.41 AC. /
WETLAND AREAS - - - -
- - - - - - - - - - - - - 1,38 AC.
RECEIVING STREAM - -
- - - - INTRACOASTAL WATERWAY
RIVER BASIN ------------------CAPE
FEAR
STREAM CLASS - - - - -
- - - - - - - - - - - - - - - SA
SINGLE FAMILY
AREA - - - - - - - -
- - - - - - - - - - - - 22.75 AC
BUILDING - - - - - -
- - - - - - - - - - - - 329,000 SF
ROAD ------------------_---81,706
SF
% IMPERVIOUS - - - -
- - - - - - - - - - - - - - 41A/
MULTI -FAMILY
AREA - - - - - - - -
- - - - - - - - - - - - - 6.66 AC
BUILDING - - - - - -
- - - - - - - - - - - - 81,643 SF
ROAD - - - - - - - -
- - - - - - - - - - - - - 9,200 SF
PARKING ----------------------32,500
SF
IMPERVIOUS - - -
- - - - - - - - - - - - - - 42.5%
TOTAL/. IMPERVIOUS------------------41.7%
S
60'
N/F
JACK BROADBRIDGE 60
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Fri
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SYSTEM (TV Ii
ITE DATA
:I. I
1 ;'. RICHARD E. SHAW
i RL2,'117FE441
08 646 PG 221
1\ /
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EXTENSION OF AZALEA ORIV6 4 N. 06LV60696 OK. AS SHOWN, 4
6X15TING 40 WRIAN PATHS LOGAf60 IN 06LV606K6 PLANfAfION
FOR GOLF GOUK56 AGG655..
3. PKOP6KTY PUKGHA560 0Y 060L04K 'fH6 fOK65f AT
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4. A60655 FOR 56KVIG6 4 6W &I6 NGY 0 HIGL65 15 PKOV1060
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7. LOf6 39-94 A96 PIZOP056O A5 PATIO HOME LOf6.
LOTS 1-36 ARE PKOP0560 A5 ESTATE LOf6.
6. WA W ANO 56W6K 56KVIG6 PPOV1060 0Y GAROLINA WAt6R
56KVIG6) €NG. ANO IT'S 06LV606K6 5Y6f6M5.
9. A0KAG6 LOT 51 Z6
PATIO HOME LOf 4500 SO. ff. W/ 3500 5f Of IMPE9VIOU6
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10. 4026 LP PKOP0660 KOA06
R E V I S I O N S
GA
CP
CP
JH
J H
CP
STORMWATER MANAGEMENT PLAN
P�AVWON
- 19HA66 6 -
TOPSAIL TOWNSHIP PENDER COUNTY
NORTH CAROLINA
OWNER:
THE FOREST AT BELVEDERE, LLC
DESIGNED:
AG
ADDRESS:
60 PELICAN DRIVE
WRIGHTSVILLE BEACH, NC 28480
DRAWN:
AG
PHONE:
(910 )256-0837
APPROVED:
JHF
DATE:
8/16/01
ASTROUD ENGINEERING, P.A.
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
SCALE: 1I'=
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(N . T . S .) F -iDER LAND HOLDINGS : .
1655.11'00'E EIP
'Jt3 t241 PG 251 48.Oo'
1 37.55 8
P:-s �`�- 54 55 5 f'-_ -5 51,
�,, 52 \ I 34.5
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6 51 Pa n,2'I. X3g•3.4
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62'3�.ax
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TOTAL AREA - - - - - - - - - - - - - - - - 29.41 AC. •/-
■ULAND AREAS - - - - - - - - - - - - - - - - - im AC -
RECEIVING STREAM -- - - - - INTRACOA7AL IFATERIFAY
RIVER BASIN -----------------CAPE FEAR
STREAM CLASS --------------------SA
SINGLE FAMILY
AREA --------------------22.75 AC
BUILDING----------------- 329,000 SF
ROAD ----_---------------81,708 SF
I IMPERVIOUS------------------ 41.4/
MULTI FAMILT
r� gyp/ i1ZEA---------------------8.66 AC
30' ORA 1 NAGE Q V cob BUILDING ---------=--------81.643 SF
EASEMENT � 'Pry ROAD-------------------- 9,204 Sy
�.� PARKING - - - - - - - - - - - - - - - - - - 32.500 SF
OPEN �}� I IMPERVIOUS - - - - - - - - - - - - - - - - - 42.5/.
5PAG6 J
0.53 AG. Lr TOTAL 7 IMPERVIOUS - - - - - - - - ---41.7'/.
60` c1t�cG� SITE DATA
1 N/F
I JACK BROADBRl_%t
35.,Y 1065.fi3' i _ / `SBA 60'
, foe A(8 23
-.0- O ti ` EIP 33.0o I !`� f to 11B 12A 1
69 35 1 I X �E1P is 12B 1
1 6 #� 't•�: S 'U - , . , 13A f 3B 14A , ` N/F
i►// I S33 11 .45'E ' 656',?0' t4.:.------- 14B ` JACK gRpApgR�DGE
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-, 70 3►,.� 75 7.81
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ARD E. SHAM
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Z.1• 10 32.5.�- X33.0 03Z- 7-_,
N/F
PENDER LAND HOLDINGS
DB 843 PG 293
\
24
23
'22
21
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18..:'
17
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DB 1241 PG 251 !
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•4 1NIILTRATION COLLECTION
� f
_ PROVIDE SHOULDER OVER '�`' r
EX. ONTCH TO MIN. 38.0 ELEV. a -- 35 '�°"F' # 6'
�o ��5 33p5 ---- 3I_I•_ - �T.�J 1 2Y
6 30.0 _
I
3 124
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OVPSTEIF Ti1,5N Y
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DB 1443 PG 347 a INV. 35.T
TOP 38.5 50 . YEC.BASFSL27l3.uYs • JB3
= '
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o ;0 �.
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ALL RUIN OFF FROM 110"VIOUS ' -
4 5' STREET SECTION SURFACES SHALL BE ROUTED
TO INFILTRATION C0.LECTION
SYSTEM LTYPI
45' R/W
18' PAVEMENT
9'
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.� ] w ------
t�il :� flL N o N/F STORM DRAIN PIPE SCHEDULE
inl I o o SCOTT H. COOK
xl tl - DB I731 PG 244 STOW FREpUENCY: 10 YRS PIPE TYPERCP n= 0.013 i
m� �I i , LOCAT I ON: SCHEMAT I C IND. AREA CON. AREA PIPE DATA
50. FT. AC. AC. TIME IF Ic LIN/HC RUNOFF O�IA DIAMETER SLOPE
Q � PIPE 9 Pt 8036 O.te CONCSMINIINTENSITCfIEFOFS (CFS) 0. 67INCHES ,8% 0.1
- - _ _ _ P2 PI+P2 52463 1.20 1.39 5 7.23 0.5 5.02 18 0.2
I,� r P3 P3 18375 0.42 5 1.23 0.5 1.52 18 0.1
E X ! 5 f - G � I V l7 Ay + - P4 PI if 2+P3+P4 170D6 0.39 2.20 5 1.23 0.5 1. % 18 0.6
/ P5 P5 33842 0,78 5 T.23 0.5 2.81 18 0.1
j P6 P5+P6 56199 1.30 2.06 5 1.23 0.5 7.52 24 0.1
P8 P8 75283 1.73 5 7.23 0.5 6.25 18 0.3
P9 P8+P9 53366 1.23 2.95 5 7.23 0.5 10.68 24 0.2
Pt0 P8+P9 2.95 5 1.23 0.5 10.68 24 0.2
P7 PB+P9+P5+P6 5.03 5 7.23 0.5 18.20 24 0.6
I I
I I P11 P11 38243 0.98 5 7.23 0.5 3.17 18 0.1
1 I P14 Pll+P14 118935 2.73 3.61 5 7.23 0.5 13.04 24 0.3
1 '
I I - P12 P12 60D08 1.38 5 7.23 0.5 4.98 18 0.2
I I P13 P12+P13 56371 1.29 2.67 5 7.23 0.5 9.66 18 0.8
N I P15 P124P134PI5 52632 1.21 3.88 5 7.23 0.5 14.03 24 0.4
t P17 P17 7639 0.18 5 7.23 0.5 0.63 18 0.1
1 l P36 P12+P13+P15+P17 4.06 5 7.23 0.5 14.66 24 0.5
I I P18 P18 16221 0.37 5 7.23 0.5 1.35 12 0.3
I I P37 P12+P134P154P17+Pl$ 4.43 5 7.23 0.5 16.01 24 0.5
I
N P'6 Pf6 27586 0.63 5 7.23 0.5 1.29 18 0.1
I I P20 P16+P20 56115 1.29 1,92 5 7.23 0.5 6.95 18 0.4
I I P22 P16+P20+P22 58191 1.34 3.26 5 7.23 0.5 11.78 18 1.0
I P21 P21 73D5 0.17 5 7.23 0.5 0.61 12 0.3
I L P35 P16+P20+P22+P21 3.43 5 7.13 0.5 12.39 24 0.3
I P24 P24 47713 1.10 5 7.23 0.5 3. % 18 0.2
I P23 P24+P23 43119 0.99 2.09 5 7.23 0.5 7.54 18 0.4
I L P26 P26 15057 0.35 5 7.23 0.5 1.25 18 0.1
I I P25 P26+P25 U752 2.04 2.38 5 7.23 0.5 8.62 18 0.1
I I P43 _ P24+P23+P26+P25 194741 4.47 4.47 5 7.23 0.5 16.16 24 0.5
N 1 P38 P33+P35 7.90 5 7.23 0.5 28.55 30 0.5
I I P28 P28 9356 0.21 5 7.23 0.5 0.78 18 0.1
I P27 P27 984T 0.23 5 1.23 0.5 0.82 18 0.1
1 P23 P28+P27+P29 6416 0.15 0.59 5 7.23 0.5 2.13 I8 0.1
I I P30 P30 46217 1.06 5 7.23 0.5 3.84 18 0.2
P39 P28+Pt7+P29+P30 1.65 5 7.23 0.5 5.% 18 0.3
P31 P31 53D50 1.22 5 7.23 0.5 4.40 18 0.2
P32 P28+P27+P29+P3C+P31 2.87 5 7.23 0.5 10.36 24 0.2
PROJECT NO.: PW- 1 65
DRAWING NAME. : fl: /MA6fl' z/PW- 1 65/t7GN/60-L-0T5. OGN
100 0 100 ZGC
GRAPHIC SCALE: I' = 100'
I
4
i
i
Le 1"* D
DENOTES
PROPOSED CONTOUP
DENOTES
EX. CONTOUR
-
}5•a
DENOTES
PROPOSED GRADE
DENOTES
PROPOSED STORM CAINaGE
DENOTES
f`IN
Dix
INLETDRAINAGE PROTECTIONTJH
DENCTES
LIMITS OF D:STL,-ANur=
y,-
DENCTES
SILT FENCE
DENCTES
SEDIMENT TRAP
~�
DENCTES
DRAINAGE DIRECT H
DENOTES
WETLAND LIPES
- �--�"
DENOTES
DRAINAGE AREA
FH
DENOTES
PROPOSED FIRE H`RANT
s./'
DENCTES
PROPCSED IIANHOLI
B IN SS
DENOTES
PROPOSED 8 IN SA TARP SEWER
DENOTES
PROPJSED 5:1 SWF
INDEX TO SHEETS
I.STORMWATER MANAGEMENT PLAN
2.301E EROSION & SEDIMENTATION CONTROL AND
STORMWATER MANAGEMENT DETAILS
3.INFILTRATION BASIN LAYOUT PLAN
4.STORMWATER MANAGEMENT DRAINAGE AREAS
NOT65:
1. 29.26 AGKES IN PHASE 6 ZON60 P0.
-2. AGGt55 f0 6E P90VI060 by PUOLIG ROA05,
tXT6N51ON OF AZALEA OKIVf 4 N. OtLV606Kt OK. A5 5HOWN, 4
OXI6flN& Pt065fKIAN PATHS LOGAf60 IN 66L460E£E PLANTATION
FOR 6OLf GOUKSE AGGE55..
3. PPOPtRfY PUCGHA560 by OEVeLOP6R 'fHt FOR65f AT
D6LEVEOtK6', WILL Ot 50LO TO IN01ViOUAtr HOME OWNERS FOR
51N6L6 FAMILY KE510ENGE5 OK fOWNHOMES.
4. A6GE55 fOR 6fKVIG6 4 6ME9b6N6y VEHIGIf5 15 PKOVIOEO
by PUbLIG ROA06 C GONPOKM5 f0 NGOOf 5fANOAK05.
DUMP5TEK5 ARE NOT P9OV1060 FOK 51NbL6 FAMILY HOMt6.
5. NO GOMMEKGIAL OK NON-K6519tNf1AL USES ARE PKOP05L0 fOK
fHt6 OtV6LOPMENf.
6. M6TLAN0 f11.1,PEKMIf 155U60 11/01/97. ON016fUK6E0 WETLAN05
SHALT. 66 PKOf6GT60 6Y GON56KVAftON 6A5E-W&fAL WETlANO INPAGf - 0.61 A06
7, LOf6 39-94 AK6 PKOP05t0 A5 PATIO HOME LOf5.
LOTS 1-36 AK6 PKOP05E0 A5 65TAft LOf6.
6. MATEK ANO St"9 56KVIG6 P9OVl0E0 by GAKOLINA MATtK
56KVIG6, ING. ANO If-5 68LV606KE 5Y5T6M5.
9. AV6KA&f LOf 511E
PATIO HOMt LOT 4500 60. ff. W/ 3500 5f Of IMPERVIOUS
05TAft LOf 77OG 60. ff. M/ 3500 5f oe 1MP6KVIOUS
10. 4026 Lf PKOP0660 KOA05
r APPROVED_4a�,
NORTH CAROLINA EWIRONMENTAL
MANAGEMENT COMMISSION R E V I S I 0 N S
Q'"5101 l OF WATER QUALIT1r -BY NO. 1 D A T E
GAG 1 3/2 102 B
CPS 2 6/19/Q2 AN DI ON WAY JAY
RECEIVEDIJIF
CPS 6/24102 AS PFR L:
•
:4k
20643
Qb
NAMES H� , �E55, JR.. P.I:.-
A?E--------------•--
SEP 0 5 Z
DWQ
-9
pROJ #
STORMWATER MANAGEMENT PLAN
f
�04�f Af 0
- �V�0�4 oWON
TOPSAIL TOWNSHIP PENDER COUNTY
NORTH CAROLINA
OWNER:
THE FOREST AT BELVEDERE, LLC
DESIGNED:
AG
ADDRESS:
60 PELICAN DRIVE �r
WRIGHTSVILLE BEACH. NC 28480
DRAWN:
AG
PHONE:
[phone]
APPROVED:
JHF
STROUD ENGINEERING, P.A.
DATE'
8/16/01
102-D CINEMA DRIVE
SCALE: 1"=
100'
WILMINGTONN. NC 28403
[phone]
SHEET 1
OF 4

R
N55'11'00'E
20.00'
EIP
•
N/F
N25'11'00'E
•
'
103.92'
PENDER LAND HOLDINGS '
•'..
'
"E
E [ P
•
DB 1241 PG 251,
40. GO'
QO
LTPi
1
mm
— •�-n"fm"
1
-'
'
1I♦
� ;
`
�1
r
1
1
r
r
11
1
\ �
r
� - • �
d •- �1
1
\
b
•r
f
I
r
I,
/
--------•
+
PV
• --%'—.-.TifL';r it k+ir :rsiii_:�,_.l - - _�--� yrr .:ia... -
r_r
I 1 �' -� �
•
rrrrrrr+rr
` �5
,,.
r a
p9
'
r `
-5336 SF r
t
-++
•
+y+
_ E!P
1 : poc. } 4 I
•
/ •
----------
10
,7 M=-,•--- -
Fr K ION
N/F i ♦ •
�. iP BASIN #3 N/F 0PE a
PENDER LAND HOLDINGS ` ♦ - - - - - - - - BRIDGEWATER ,
DRAINAGE AREA ��' � "� 0)
DB 1241 PG 251 GOLF PROPERTIES 0 AG •�
• 3.21 ACRES DB 767 PG 253
5 1.42 AC. IMP.
3384
ah
i r
�Pa /rah It 4 P 10
r
���' P6
BASIN #1 f/ .: 56 SF r
DRAINAGE '•
AREA --
2.59 ACRES �;♦
BRIDGE z Y
0.85 A C . IMP. + ; „ . ;!�,� GOLF PRtLC` _ -,.ES
' > .... DB 767 f-;, ."53
N/F /
PRATISHTHA ' + P4 `' BASIN #2
,. DRAINAGE AREA
DB 1443PG 347 a • 1QQ6 SF `-__.:'_._ :� -P"7 3.24 ACRES
_1:r.09 AC. IMP.
Ds
WETL
` f
'EIP I UPLANDS" IP
_ y
1 1
6 SF: 1
z _ 1
O N
z r
d 1
EIP EIP
u,---------
L m N/F
N -
z i r o o SCOTT H.000K
DB 1731 PG 244
------------------ 7
------------------;oet
I
i r
Lu
� PROJECT NO.: PW- 165
CL
DRAWING NAME. : f, /MA6'rfK/PW- 1 65/0GN/60RNAKCA. 0UN
100 0 100 00
GRAPHIC SCALE: 11 " = 100'
N/F
PENDER LAND HOLDINGS
DB 843 PG 293
30' PKA I NA6,6
EA5EMENt
—OPEN
5PAGE
0. 53 AG.
Iy 60' N/F
i
JACK BROADBRIDGE
r , 106 t to MB 23 PG go
P o 1 lti\ 11B 12A 1 I
13A
1t •. /.• ; " 120 136 14A 1 1 N/F
` • 1 ~•�•��S ' 14B JACI( BROADWIDGE
23 PG so
k / 4
w :I/ffL /-�•~•`• •�A •�iii ---------2� --
16
\\` r•/ _:# - -- �------------------•..;
2 586 "S 'n, ,x P20 -- -•---- P2
I3S EIP 1A ? M/F
'#
--- ---
DoluLD C. MASON,
` � PL 20 PG 41
— fir r - ----•- —
ow
1 •
•++• +_ ,--rr it 22
P P 8 162 1 SF.-' P2 - I 1 -
'8191 SF /
r r P35 P2 v
�ik���'��. 43 'o S e
,\ --- ----- ---- - � I -
Up �•
� 41 IS 514.24
r-' •� ��1 •BASIN P#4B P33 EIP • �, �/
0
'A DRAINAGE•. AREA N55.06' 45"E • 5 > �� . --{
•� _ %A - 6 ACRES BASIN #4C 1°° 00 • $842--SF-_
•�• +�
NIF
RICHARD E. SFfAt
i PL 20 PG 4t
�- DB 646 PG 221
-Z-9-------
i-��, Cp�O„vF l•4��''
• ,-�j4�'9•S� fT
9
• 2.38 AC. IMP. saq'os -P32
DRAINAGE AREA '�
` 1Vr •�•�•�•� •�• 2�r• EIP ��F
3.65 ACRES EIP N41.27' 22 "W .v
1.26 AC. IMP. BASIN #5 Q EIP `
BASIN #4A DRAINAGE AREA N < < <
DRAINAGE AREA 4.9 ACRES • -- --' P3 j o
3.8 ACRES 2.05 AC. IMP, 3 a
1.53 AC. IMP,
N/F -
BRIDGEWATER -
GOLF PROPERTIES _
DB 767 PG 253
EIP f
�•_ r —
zr• � %-_
Of76N 2q3. 1 q ,
BASIN #6
DRAINAGE AREA
3.42 ACRES
1.67 AC. IMP.
IL IE
DENOTES EX. CONTOUR
DENOTES SOIL BORING LOCATION
DENOTES PROPOSED STORM DRAINA
�• DELINEATES CONTRIBUTORY PIPE LINAGE AREA
DENOTES WETLAND LINES
�.� DENOTES CONTRIBUTORY INFILTFI,?N BASIN DRAINAGE AREA
\ \ \ DENOTES PROPOSED 5:1 SWALE
.• }� CAR �.
41 20;•ODESSJ0
SEAL
LA 20643 •: -
r
1ME 5 H . '�i� .•*
--------- --
R E V I S I D N S
STORMWATER MANAGEMENT DRAINAGE AREAS MAP
f4 r045f Af 4�4ff4 �PNfffION
- PHASE 6 -
TOPSAIL TOWNSHIP PENDER COUNTY
NORTH CAROLINA
OWNER: THE FOREST AT BELVEDERE, LLC DESIGNED: JHF
ADDRESS: 60 PELICAN DRIVE
WRIGHTSVILLE BEACH, NC 28480 DRAWN: JHF
PHONE: [phone]
APPROVED: JHF
S STROUD ENGINEERING, P.A. DATE: 8/28/02
102—D CINEMA DRIVE SCALE:
WILMINGTON- NC 28403
[phone]
SHEET 4 OF

o
STATE STORAGE EEEV.= 37.71
110
9
d
9 •9
h R6,5
os
- ,o• o
4 • 3.1; ss.
DISTRIB. TRENCH
1170 INV. 35.7 81.5' R1.0
36
38 83.6
INFILTRATION
BASIN 1
CTATC CTnRArC CICV-= 11-W
9
ESTATE STORAGE ELEV.= 37.88
1 p
�
STR I B . TRENCH
' 20•1' INV. 27.5
�19
9-
�,9 2g
Y -
s 244•
INFILTRATION
BASIN 4-A
u�
i
3
0-
0
z -
U '
4J
o - -
PROJECT NO PW-165
DRAWING NAME.; F:/MASTER/PW-165/DGN/PH68ASIN.DGN
lgpo
6q.3,
0[ST. TRENCH 195e
ELEV.= 36.0
37
6. 116.
u
165.6
INFILTRATION BASIN 2
CTATC CTnRAr C GI �7V = 11 A?
INFILTRATION BASIN 4-B
11,
ems.
R1 0
CTATC CTnDArr rl ni — 7n Q-z
TRENCH
INFILTRATION. BASIN 4 C
lac Q
TRENCH
56.6'
0
163'
STATE STORAGE ELEV. = 37..97
rs3.z
I57.6
DISTRIB. TRENCH
INV. 36.7
:... 269.6
INFILTRATION BASIN 3-
I
INFILTRATION BASIN 5
RECEIVED
DEC 0 3 2002
DWQ
PROJ # 56U F o ZvCoo;7
R E V I S I O N S
NO-1 DATF DESCRIPTION
1. 12JJIM #VISE Wo 2 S1(IAa ELEV.
INFILTRATION BASIN LAYOUT DETAILS
INFILTRATION' �
THE
FOREST AT-BELVEDERE
PLANTATION.
- PHA6ti 6-0 -
TOPSAIL
TOWNSHIP PENDER COUNTY
NORTH CAROLINA
OWNER:
THE FOREST AT BELVEDERE. LLC
DESIGNED: JHF
�•""""'�.,
.���.•P.��ca,r��,<�•.;
ADDRESS:
60 PELICAN DRIVE
��•'0F�ss�°-''. _ :
WRIGHTSVILLE BEACH, NC 28480
DRAWN: CGW
=� -
PHONE:
[phone]
20 10 0 20 40
• - -
APPROVED: JHF
•'��
AA
STROUD ENGINEERING, P.A.
DATE: 7/28/02
GRAPHIC SCALE: 1 , 20 `-
- L GC.,c`ary
JAMES FE/ EV+gIM.sf4r,
SCALE: "=.20,
0. K _ Q• E.
102—D CINEMA DRIVE
1
�z!—
WILMINCTON. NC 28403
I
DbIE �•
9101 815-0775
SHEET 11 OF 12
j
i
!
`
. - _ ._ = I -.. -a . ... ..l 2 t . - � .� lL _ � __ - - _• l Y . I l i _ _. _- ti_.:J Il I- -

MIN. BERM
VEGETATE PER SEEDING SCEDULE ELEVATION
WITHIN THIRTY DAYS OF GRADING (D) ELEV.
DENSE BERM�I6A
GRASS COVER
0.
ALL SLOPES TO BE
GRADE AS PER PLAN 3:1 OR FLATTER
5r.t?. STORAGE ELEV. (C)
4-:.. QTTOM PLAIN (B) ?:a•:.�-
o a .R�fo A a a�.A ! n �a�•r c a R atn•A
A RENCH INV .-�_�g�•K o�
4' LAYER OF CLEAN SAND 2' MIN.
BELOW TRENCH & PLAIN
SEASONAL HIGH WATER TABLE RIPRAP APRON
SWALE DETAIL
Nv1INLDIALIM SLOPE 0,3x TFILTRATION BASIN .
N.T.S.
SHOULDER !
' IxLYERT OVERFLOW WIER j FROM COLLECTION SYSTEM
CAST IRON STORM SEVER 6' REINFORCED
FRME AHO COVER (TYP CONCRETE SLAB
At *B YEG. f IL r - T-lr - - - -
` BYPASS PIPE �t 1 {
BYPASS PIPE I BYPASS WIERI
ROAD - -+(I { l L _ _ _ t __ { 3.0' BASIN $2
iltiL• MIR PIPE OUT ! 1 1 �� I ! i�' \y ! 2.3` BASIN W3
RB]LDSIDE - l { i I 1 Ifl }1{
SVALE INV. I. I l I i I�`\ rl
EXTENDED BASE
I L 5.7'
I TO INFILTRATION BASIN SIDE VIEW
- 4.T
L�J`I R BERM 38.5 ELEV. PLAN VIEW
.-T--
WIER 37.7 ELEV. 1 1tIER 37.7 ELEV. FPa :OLLECTION SYSTEM -
S YEG. FILTER BYPASS TIER
VEG. ` _ _ - _ _ _ 1� TOP ELEV.=37.88 9ASIN 2
INV. 31.0 ELEV. 1 � - � TOP ELEV. 37.97 BASIN 3
TT} INFILTRATION BASIN
BYPASS PIPE -n
SECTION A -A SECTION B-B
BYPASS WIER DETAIL (BASIN_ 1) BYPAE. STRUCTURE DETAIL (BASINS 2 & _S)
NOTE: BASIN AND ROADSIDE SWALE WILL FILL TO WIER ELEVATION AND BEGIN TO ND1fIERFLON INTO FILTERSTRUCTURE SHOWN IS MORE REPRESENTATIVE OF BASIN
--."BASIN 42 HAS SLIGHT DIFFERENCES IN PIPE ALIGNMENT
WIER ELEVATION IS SET SUCJI THAT STATE STORAGE REQUIREMENTS ARE MET IN INFILTRATION BASIN
WIER AND FILTER SHALL BE STABILIZED WITW SOD
SEEDING SCHEDULE
SEED BED PREPARATION TEMPORARr SEEDING SCHEDULE
TLET PIPE
BASIN SCHEDULE
Mf
A
B
C !
D
1
35.7
. 36.0
37.711
38 5
2
36.0
36.3
37.88'
38.5
3
36.7
37.0
37.97
38.5
4A
27.5
28.0
31.98i
32-5
48
27.5
28.0
31.82'
32.5
4C
27.5
28.0
30.93:
31.5
5
30.0
31.0
31.88:
32.5
6
29.5
29.75
30.40
31.0
SLOPE EVENLY TO BOTTOM
PLAIN ELEVATION AS NOTED
VEGETATE AS PER
INFILTRATION BASIN DETAIL
3
1 3' MINIMUM
FLAT RnTTnl
0.25' MIN.
0.5' MAX.
2' MINIiMAl
LEVEL GRADE. ELEV.
AS PER PLAN
SEASONAL HIGH HATER TABLE
DISTRIBUTION TRENCH DETAIL
FROM CQLECTION SYSTEM ` NFILTRATION BASIN CAST IRON STORM SEVER
3.7' FRAME AND COVER ITYPt
�
BYPASS WIER
I I
TO INFILTRATION BASIN
s-01
. SIDE VIEW
PLAN VIEW
BYPASS WIEV. R 8
TO ELEV. 31.82 BASIN 4BASIN 8
I II
FROM COLLECTION SYSTEM T I �' 7 =
4 \ s 1
if f
TO INFILTRATION BASIN
BYPASS STRUCTURE D?,'- L (BASINS 4A & 4 B)
CONSTRUCTION SEQUENCE -
1. INSTALL SILT FENCE AND STONE
CONSTRUCTION ENTRANCES
2 CLEAR AND GRADE AREA OF PONDS
ALIGNAENT AS PER PLAN
DEWY BRTrWRS
e+�-zoos
~ FINISHED GRADE ELEV.
GENERAL NOTES:
5 12'_ MiX. MWL Sr PER � 1 • r�2 ALLt/MORTAR JOINTS ARE TO BE
X e ALLCEO EXPOSED JOINTS WILL BE CONCAVE
X
I I CLASS 'AA' COYCAETE TO BE USED
I I FOR BASE.
4' I I Fa?* ARE TO BE USED FOR THE
I I CONSTRUCTION OF THE BASE.
-� - Ca`i'RETE BRICK MAY OF CLAY BRICK. BE USED 1N LIEU
SECTION ON SEE DErA1L JLW BRICK WILL BE PERMITTED.
WHERE THE
ROAD TRAFFIC, THETTOP IS TOSBE XPOjNI WITH
PART SECTION Y-Y THE GRC!M. AT OTHER LOCATIONS IT SHOD D
BE A MINI 11,AI OF 9' ABOVE THE GROUND.
r JUNCTION BOXES OVER 3'--6' IN DEPTH SHALL
BE PROVIDED WITH STEPS "-2. ON CENTERS.
STEPS SHALL BE IN ACCOROANCE WITH
I
STD. NO. I 25.12.
SECTIONS.USEDSECTIONS MAY BE USED FOR ALL
11
L_ +
DETAIL
r
SECTION Y-Y
FROM COLLECTION
5Y5TE11
JUNCTION B 0 X DETAIL
TAIL
I I
L - - - '
I
CAST IRON STORM SEWER
FRAM AND MYER ITYPD
_
- - - - - - -
FRO{{ COLLECT[ONN SYSTEM
T
I
j i
I 13Y0A65 VIER
TO INFILTRATION BASIN
i ---- -I
,
5' REINFORCED
1{ {!
CONCRETE SLAB CAST IRONSTfX2p SEWER
=
a
I i
t
--
11--- - - - I I
it" \ -vii
I ��
I '
RAZE AND
BYPASS PIPE COVER ITYP}
2.5'
_____J
I( l] yl )l1
I�
� I
9ASIN 96
4.0 BASIN IBYPA55 WIER
I I BYPASS PIPE
I
EXTENDED
I I
BASE
I I
Itl
'
1
BYPASS PIPE
{-__
girl i !
o
SIDE VIEW
I
EXTENDED BASE - -
T----I
5. )' t
PLAN VIEW
_
TO INFILTRATION BASIN
SIDE VIEW
BYPASS WIER
TOP ELEV.=34.93
4.7'
FROM COLLECTION SYSTEM
I '�* I
1
PLAN VIEW
11_
I \.
dlj `I{ i
BYPASS PIPE
_
, �4 - �- / BYPASS PIPE
I} II
III i
r { x
ta
- - _ _
H1
p
BYPASS WIER
~ iT - ! ~ TOP ELEV.=30.4 BASIN 6
TOP ELEV. -31. 98 BASIN
r 5
TO INFILTRATION BASIN
TO INFILTRATION BASIN
FROM COLLECTION SYSTEM
BYPASS STRUCTURE DETAIL (BASIN tom'" -
-
NOTE: PLAN
VIEW BOX DIMENSIONS SAME AS OVERFLOW STRUCTURE FOR BC 5 a 6,
BYPASS STRUCTURE
DETAIL
NOTE: STRUCTURE SHiIVN IS
BA51N xx5 I5 MIRROR IMAGE
(BASINS 5 & 6}
MORE REPRESENTATIVE OF
BASIN xt6.
W/ SLIGHT DIFFERENCES IN PIPE
ALIGNMENT
t f
EARLY SPRINGlLATE SUMMER
LIME---- - -----90 lbs/1000 5F
AND SWALES
_
r�
=_
om���
10-10-10-----------=-25 Ibs/laoo 5F
Seeding Mixture
3. CLEAR & GRADE
RIP RAP FLOW
Qm
FIAT
o
f�1N
10-20-10 ----------12 lbs/1000 SF
Species Rate (ib/acre)
4. INSTALL. UNDERGROUND UTILITIES
o
SPREADER SIDESLOPE
I��
i 1
ID MIN. 1.1 SIDESLOPE
� J
STRAW MULCH---t AFTER SEEDING) 90 I baI1000 SF
German Millet 40
5. CONSTRUCT BUILDINGS i
� I III
ASPHALT TACK-- 200 GAL/TON OF MULCH
In the Piedmont and krwintalIns. a small -stemmed
6. INSTALL PAVEMENT
=
-
VEG. F]LTER BOTTOM
tg2
FROM COLLECTION 1
'� O
Sudangrass Inlay be subsst i tuted at a rate c f 501 b. /acre.
7. PROVIDE 100% VEGETATIVE COVER;
-
= w
SYSTEM ��
VEG. FILTER BOTTUYIN,
; r �- y - _ _
SEEDING MIXTURE;
Seeding Dates
OF ALL DISTURBED SOILS
a -
o�
GRADE PLAN
�� r-
VEG. FILTER llorrDl+
-
a
(FEBRUARY 7 - APRIL 30)
Mountains - May 15 _AUG- 15
S
S1DE5L!)PE
Qi
TALL FESCUE ---- -1..2 I bs/1000 SF
Piedmont -May 1 - Ash- t
3:1 SIDESLOPE
RIP RAP FLOW
o
PENSACOLA BAHIAGRASS --0.25 kbs1Q00 SF
Coastal Plain - Apr._1 - Aug. 15
+
SPREADER 35LDPE
SIOESLCPE
KOREAN OR KOBE LESPEDEZA (SCARIFIEO)1.2
Ibs/1000 SF
5oi I Adtslendrtlents
PLAN TZw
(MAY i - AUGUST 311
Fol Iow recomInandat i oN o-F soil tests or apply 2.000 ID/acre ground
EROSION & SEDIMENT CONTROL
TALL FESCUE--- -- -1.2 lbs/1000 SF
agricultural I imestor„! and 750 lb/acre 10-10-10 fertilizer.
MAINTENANCE PLAN -
PROYIDE BACK SLOPE SHUUIDER OF
BYPASS STRiICTUIE
FLILN I
PLAIT VIEW
KOREAN OR KBE LESPEDEZA iSCARIFIEDI 1.2
IDs11000 SF
Mulch
I.
ALL EROSION AND SEDIMENTATION C4NTRPRACTICES WILL BE
�
ROADSIDE DITCH TO ELEV. 38.2 IN ALL
DRAINAGE BASIN DITCHES
FLARED END SECTION
BROWNTOP MILLET ----0.6 lbs/1000 SF
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOvI
OVERFLOW DISCHARGE LOW
OVERFLOW W1ERS FROM
Apply 4.000 Eb.acre sT-aw. Anchor straw by tacking with asphalt. netting,
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WP
1
BYPASS STRUCTURES
(SEPTEMBER 1 - JANU.ARY 31)
or a mu lch anchoring tool. A disk with blades set nearly straight can be
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY To MAINTAIN A
PRACTICES AS DESIGNED.
v
BEIRMIOA
TALL FESCUE ------1,4 Bias/1000 SF
used as a tIu I Gtl ancRa i ng tool .
2.
SEDIMENT MILL BE REMOVED FROM THE SEDIMENT BASINS AND BL 0
,.1
k .,Is
SOD ON
ALL SIDESL(]PE5
_
KOREAN OR KOBE LESPEDEZA (SCARIFIED)- -- 1.4
Eb5/1000 SF
Maintenance
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
RYE IGRAINI •6 lbs/1000 SF
HAS BEEN APPROXIMATELY 50% FILLED_ GRAVEL WILL BE CLEANED
_
F
Refertiiize If growth is not fully adegUate. Reseed. refertilize and mulch
OR REPLACED WHEN THE SEDIMIENT POOL NO LONGER DRAINS PROPE
�• k
k RIP RAP FLOW
FOR SLOPES 2:1 OR STEEPER ADD ,30 I bs. /AC SER ICEA
i mmed i ate I y fo l l awing eros ion or other damage.
3.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN
THE
EARTHEN WIER ARMORED
WITH. RIP RAP ELEV.
k
��
LESPEDEZA AND 15 Ibs. TALL FESCUE
IT BECOMES ABOUT 0.5 FT DEEP AT FENCE. THE SEDIMENT F
37.11
CCONSSTRIICTEORLEVEL�SO AS ToDISPERSE!ALLL�5(QpE
��
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
WEC TRY
INCOMING FLOW EVENLY ACROSS BOTTOM
4V F
i Ny i
4.
CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY
OF VEGETATIVE FILTER.
i9DYE!'RIC fIB1
i�
190METBlC
4,-0" L,
SEE PLAN FOR DIMENSIONS
SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE. TONE
SHALL ALWAYS BE UNCONSOLIDATED TO ALLO* FREE ROTATION
F LT R A'F BASIN
VIEW
A
A
OF TIRES.
�FYP� I- CAER
PEED[I}ERE R10PNSSCHEDULE NC
PROVIDE
FILTER AT BASINS 4A
STORM DRAIN
PIPE a..
" VEE SETATE AS PER
D SEE SCHEDULE 5EDING SCHEDULE
5•
ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSA
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIV
EINENTILLY
{1 OTTOM
EVERY 2S SF)
& 4B
.°b . 3 FOR IND. TRAP DIM S \ PLAN TO MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER.
.o� t'L A
4 R I P - R A P
- _
FLARED END 0,0 • .b - ' da -
-
SECTION ] 2 e •40" oo•
PLAN VIEM
FINISH GRADEQg
TOP OF BANK "
R Y•
- PIPE � �-�-•-•�FLQW LINE
'
CLASS "B' RIP RAP OVERFLOW WIER
= li
_
RIP RAP FILTER FABRIC DIVERSICt :
SECTION A -A SWALE EXCAVATE
AS PER PLAN
FILTER FABRIC TO BE TIREVIRA Y
SPUNBOUND TYPE 11/120 WASH STONE FILTER
1' DEEP OVER RIP RAP
RIP RAP APRONS SHALL BE PROVIDED ON UPSTREAM SIDE
ON DOWNSTREAM ENDS OF CULVERT PLAN END SECTIONS ylEtf SCHEYAi1
RIP RAP APRON DETAIL SEDIMENT TRAP DETAIL
PROJECT NO.: PW-165
DRAWING NAME • :' /M115t�R/PW- 165/ObN/PHbbKt1�T , flbN
CROSRxr
CONTROL
FABRIC 3'-0' UNLESS
OTHERWISE NOTED
ON PLANS
FILL WITH
] -0. EARTH
I {
T I '••
II
I I 1 BURY N.
II
II
LI
TYPICAL SILT FENCE SECTION
xIR
" V 9 ItIra�
VEGETATIVE FILTER FOR VAIS DISCHARC;F r0XTT1Tr11T.,,►r
MnTL. .rcrrr.rr _ _
••--•�• . v_1M FjvC. ULMtNSIUNAL. AND GRADING SPETIONS FOR ALL FILTERS SHALL]BE AS SHOWN
CENTER DETAIL. OTHER CONDITIONS SHOWN CR INDICATION AS HOW T
FROM VARIOUS DISCHARGE CONDITIONS. O SPREAD FLOW
]2�
b
e05 Q •C 0
0.a O
0 0%0. 2:-3" COARSE AGGREGATE.
p0 6 DEPTH
0 0. O'
8.
o -d .o
114
.A p-
EXISTING ROAD
CONSTRUCTION ENTRANCE DETAIL
ALL SLOPES 5:1 OR STEEPER SHALL
BE STABILIZED WITHIN 15 DAYS OF
COMPLETION OF GRADING. ALL OTHER
SURFACES SHALL BE STABILIZED WITHIN
30 DAYS OF COMPLETION OF GRADING.
R E V I S I 0 N S
Y NO.. AT N
ECEIVED JHF{' 1213i1)2 BASIN 1 (1YERFL01
DC
E U 3 ZUUZ
DWQ
PROD # 5tV 8020&043
EROSION 8 SEDIMENTATION CONTROL
STORMwATER MANAGEMENT PLAN DETAILS
. - THE. FOREST AT �-
BELVEDERE PLANTATION
TOPSAIL TOWNSHIP
- PNA E 5 b -
PENDER COUNTY NORTH CAROL INA
=ova ... . .,, OWNER: THE FOREST AT BELVEDERE, LLC
,.0 /"s ADDRESS:. 60 PELICAN DRIVE DESIGNED: JHF
WRIGHTSVILLE BEACH. NC
I - - - PHONE: [9101 28460 DRAWN: JHF
1256-0837
APPROVED: JHF
�►�Es HN.,I FFNFRI'_5ti STROUD ENGINEERING, P.A. DATE: 8/28/02
S" ----- _.
JR.. P.
,/' 102-D CINEMA DRIVE
ITS "`r_-._ WILMINGTON- NC 28403 SCALE: AS NOTED
[phone]
SHEET 10 OF 12
- ram, - = s.��... _'.iL%' .. `. �-; z�+-•

J
1
(Jrmpstea d
SITENN
���'� Anriondde
Topsgd
VICINITY MAP
(N.T.S. )
DRAINAGE SCHEDULE
STRUCTURE
TOP
N INV.
S INV.
E INV.
W INV.
39.0
--
--
36.6
36.6
34.2
36.1
--
--
36.1
JB 2
40.0
36.8
-
36.8
.8
JB
9•
36.2
--
36.2
--
JB 4
40.5
--
--
37.4
37.4
JB 5
32.6
30.1
30.1
30.1
--
JB 6
31.0
--
27.6
-
-27.6
JB 7
3 -
--
21.6
--
7.
JB s
3
30.0
--
9.
J9 9
29.6
.6
JB 10
-
2
8.
--
JB ii
28.2
--
28.
--
J9
29.7
-
7
--
B 13
2.
29-6
.6
29•
-
JB 14
29.8
--
--
JB 15
--
29.6
--
JB 16
28.1
--
i
BP 92
40.
--
37.4
36.0
36.0
BP #3
4 .
37.5
--
36.7
36.7
BP #4A
34.0
27.6
27.6
--
--
BP 04B
34.
2'•7
21.7
--
--
6P u4C
27.5
--
7.5
?8.6
°P 95
4
31 -0
1
30
30 1
NEW DITCH L[NITS OF
TO REDIRECT DISTURBANCE
ffFSITE DRAINAGE / 0•78 ACRES
N/F
PENDFR LAND HOLDINGS
. DB 843 PG 293
TOTAL AtEA-------
-
STF.r,,V CLASS--- -
S:'+CLE F'.Y'ILY
AREA---------
Hi:ILDO,; - - - -
9'-LTI FA`L'�Y
3 1 A
DO ` VKA I NAVE
TEWSIARY E A. 5 e h1 - N t F°
SED I TENT TRAP
325 x I x 3 -OPtiN
5PAG1 -
0. 53 A G . T"-1 L .. I I11!'
rr1 , t
lei N/F
1� BROAc?fiRrv�'E 6q' -
� .
31. 4- i _ ti ' 106 11A 1 16 wB 23 PG 9Q _ !
ETP 3�.Op I ! . 12A 128 ! +
EIP i3A 13g 14A 14E. 1 l 1A�K bP!IASf<G:J E
y1b 1 Q' S33 11'46E 656k'p' �s - tit WH 21
7,8 + 11�; iL 1 �•9:E i3.5 p w % /• / ---- EfP 1 2A
x 5 + 113(5] +1 82., 83 0 `° '�f.t•� �.4 X
E ' !✓ kn f: 54 5 8 .0 32.5 x jq
1 H
93.iJ4__ iF-- '5 . __�-• 3A lK�rtr iu.k. dr
--- V.
32.1 - �;�.vss.:;�Y; 1.th--_-T.rsct _ �32 g. _-------= �► ___ -- 32:6. - - `_--_- - _--+a1iL 5._-------- 30.5
T.5 x 31 + - - - - - 0 _
j T'11 r_ Y'----,:rai:Y _ ss _ = -- 33.6 -
x Sti x s}� `=. _ `� _ _ - - wit - _ )r 33.1
,5 P8 x3g.1 7:1 35.1 < 33.9- b ,�f -- - _ --'o- --- -err 33-i
3 �� S j1.0 5 x 34.4-nr�Mr't sue./ ■ � mqa ■ srrr•Et +���r ' 3 si'� � jQ•1 ' 1 O O - _ --.'°"{'rr = �4-3 - - - --_ _ - - - z' - - ' - - �' 41r " y
~ 39.7 1
50aw
l f
I 49 �d�. 28 r � _:27 � 26
48 �. • �v- 29 r�gs3b. EIP_
361 3 DIDSITR36: Zj7IEi1F?!
4 %` ; �� ,5`�'• TOP 39.5
3
. 4.': 'i �1.) : *i'_• tilt` M SLOPE`
46 31 y~ fis? 374 Ei.EV
P '9. 5 E I P X 34,0 534' E
fY^ .,� ft ��
f -��. 60 S x .r 61 •'.
/ NZ5.11'00"E 138-0
TIE TO �- 1o3.9z' 59
EX. D I TCFI PE rpcfir D?,NGS ' E T P t 6 2 3T 4x
J 5 6 o
0500? J t
TIE TO i ;_ __� _9.__;:_. _ 34.49'94-E 58 ti -63 ,A -P& 66 -; k
EX. DITCHL
-
�S''. ` `� i 37.5 i
-_ �4 55 _�_ -57= .5x �� 65
j C: 5_ :�. .; _�12
;
r
r►TwI A{E
PS- zs x . 33
�•
�r ASiY 1[T '� 5 - ALL RUN CIFF FROM I NPERY i OUS
3 SIVAUS SHALL BE R4ITE0
?!' TO Irf ILTRATION COLLECTION
SYSTEM MP)
3
f'� P1 P9
/
7
r
STRLk %
'7
3ira.EV. 7� tea- L 7
=r3 8
9 pyj TOP 38.5
-'STRi6.
4 TRENH(j1
36.
116. 36.0
F ; ,. J• 1 f j VIRR1EM
6A36 11EG. FITTER
( HWANN SOILS FOW AT DES-JA BOTTOM
ELEVATION AT 6A5.N 2 %.AL,- NE SCARIFIED
�
p
* �4ISTRRi8. MID * �
� -g7 TO A DEPTk OF OK FOOT TO E*00CE INFILTRATION.
r_. J
� INY. 5.7
.-
�
� G.&ks F iL2mDRAINUAGEd31Fxs .-
TOP 38.5 50
,•
_ EASEIEN[ METtANI)S'
P4
39 r�
,=
f
fAll-
-
EIP
o
2 -
ALL RLII OFF FROM f NKRY IOUS
`
3 I'
LIPLANOS
.0 0. 51!; t x !
t•'P
4
SLNRTACES SHALL BE OfED
TO 1NF ILTRA T I ON COLLECT ION
E
fl FE
�:
SYSTEM (TTP I
.,
3
x
.1
E
4
\ 43
42
r
1 39.5
X 39.5
___X 40.2
Q
n
C5 i
� _
N
Z EIP
.0 FE --N35.59'45"W 285.00' E!P
z
. �
�
N
N.,F
z _1 aI �,
SCOFT H.�K
¢ I
_ow
DB 173' PG 244
I I
I I
r ,
I )
I f
I r
! ,
1 1
i I
Yf GE -. `E A`, 'FP
SEEDING sCNED,�A'
1 I
? 1
i
1 I
I I
1 I
I I
I I
' I
I 1
\
DITCH DETAIL
I
N 1
I I
1 I
1 I
1 !
I !
PROJECT NO.: PW- 165
DRAWING NAME.: F�/MASt];tz/PW-i65/ObN/b0'LOi5.12(�N
69 '° 76
70 31N,.5
75
.� 71 53.5
74*�-,.
All, 72-0--
3
--.. 73
------ ..P13
24
25(4
24
25(4
23
'22
21
-.20
i9
18 .
17
A6
15
14
1'3 f
_, x
'
-
:k
T4 `+ Q• ..� I - -�.S X 24. i ts; �
fi '1�S• "► -52.4 [ I 6 10' D. m ! W. a
A4►x :.,T DOT. 1?s 1 ��., 0 �? 0
� " c= $ 28.0 EL V• ALE 5" P2 `�SL_ 9 i, S x v I. _ �?' S X , � O � � 9 { � 4 � �, ; 4 � � ;,�
- 35 a
N3I* 19'-33!'W 682.05' r
lc j �- �, 6•E9!PASS Sig 8A5iK _ !
N 'L�f r
ALL ful[ TEF I IIPFRtT S 1 -J 5161LE�1 5 �P7�' Q o ` "• ` X30.9 7,LLE ' �
%FACES SWILL BE ROUTED l- P N34•14.
TO INFILTRATION COLLECTION L I T m 1 : 2� OISTRI6• •1R1:NK}( ,,Ar
SYSTEM (TYPN 5TAr ION S r}l• IMF. 27.5 J$9 EIP 'Y� �;iaA; F - �f_ �� �, r -- 9 --lo r` •r _. ,
N/F A a+ 1� �\ �,5+1 SIIIALF 1R �' 5�; 5 L JE' -
OP6N ��'� c .R°J N55 06`45"E '/ % %TO s � I t ( 92:P' #_ s
BRIL�GEWATER 10a.00' � � � --
r�Olf PROPERTIES 0. 22 AG. Eip
DB 767 PG 253 �G' a a a° ``1`v `�- -" D1STAig. TAENCH 511.22'
ALL R1fN OFF FROM IMPFB ODS
J INV. 21.5 E € P 1r a 1 ' 2 7 ' 2 2 ' 5U� ACES SHALL 9E RTIUTEO NNk 14 r °'
•.,'� DISTRIB. 11 CH TO IMFILTRATIONN CaLLMON I '! t,
IN(V. 30.0 SYSTEM ITYP) c, Jc�3i.3 !xe! _ 3{. 7Y.1 i
FjI
if
20' PAVEMENT 6' ! 6' � 45' R/W I} PRIDGEN�TER
GOLF PROPERTIES
cI SriAJ_Gc� SHOULDER DITCH o 4 3
Y 10 10 _ 6 18' PAVEMENT I 6' 1 5` DS 157 r'G 253 ,A i _
! 112
PAV:`I1 �S'_O E!-4., FT. - 1"'1FT. �� �41 �_
�31.1
_ IP �A L`
-6' CAB(:��
6" CABC
2:1
ALL RIIN I1FF FK1M IIPEP!r!OU`.
' na"
;50' STREET SECTION `' ' 45` STREET SECTION TOINFILIMATKOCIILKIMN
`STSC OR ABC � SY`, rEM f T fP )
60, R: w
s i g I 2C)' PAvEMEN7 ! r ! 6'
ca bHju uER i 10, I 10 I SHOULDER DITCH
I
�I 11 •'F 11-2/PAV;h.'� S�norl FT I ;rr
I/ 6" CABC
60' STREET SECTION
STBC OR AEC
S';i�N TQ:!NH PIPE SCHEt1!nr
, . � illaNCY: 10 YRS. F>CEPT 25 YR. FOR CRC55 ORA!NAuE PIPE TYPE:R n= 0.013
.00A; it.N:`Ct+.EIfAT`C
I4D. AREA
C!MN. AREA
PIPE DATA
SO. FT.
AC.
AC.
T4F.1
Ic (!N;4C RIFF
041A 01AIETER
SLOPE
HII,)
PIPE p
CONC!Ia!N114TEV5!TCOEFf.
ICFST INCHES
1
a!
a)
B036
0.18
5
T.23
0.5
0.6T
18
0.1
P;
P!+P7
52463
1.2C
1.39
5
7.23
0.5
5.02
18
0.2
P3
P3
18315
0.42
5
T.23
0.5
1.52
18
0.1
P4
P1+P2+p1+P4
17006
0.39
2.20
5
7.23
0.5
7.96
18
0.6
P5
P5
33842
0.18
5
8.15
0.5
3.17
18
0.1
0.65
P6
r5+P6
561'99
I.30
2.38
5
7.23
0.5
7.52
24
0.1
PB
PB
75?83
1.13
5
8,15
0.5
7.05
18
0.3
1.0
P4
P8+P9
53156
1.23
2.95
5
1.23
0.5
10.e8
24
0.2
P'O
P8+P9
2.95
5
T.23
0.5
10.68
24
0.2
P7
P8+P9+P5+P6
5.s3
5
T.73
0.5
18.70
24
0.6
F!1
P11
38?43
0.88
5
8.15
0.5
3.59
18
0.1
0.7
P!4
PI1+P14
118935
2.13
3.61
5
7.23
015
13.04
24
0.3
P12
P12
60008
1.38
5
8.15
0.5
5.62
18
0.2
0.5
P13
P12+P13
5631I
I.i9
?.61
5
8.15
0.5
10.88
18
0.8
1.4
PIS
P'2+P13+P?5
52i.11
1.21
3.88
5
8.15
0.5
15.61
24
0.4
1.1
P17
P.T
1639
0.18
5
7123
0.5
0.63
18
0.1
P36
P'2+a13+P15+P17
4.06
5
7.21
0.5
14.66
24
0.5
P18
P18
162?1
0.37
5
7.23
0.5
1.35
12
0.3
P31
P12+P13+P15+P1T+P':8
4.43
5
1.23
0.5
16.01
24
0.5
Li. 12)
36 1N. CIF
44
40
4.42
0.25
48.62
]2)
36
0.8
P16
P!6
2?586
0.63
5
8.15
O'5
?.57
18
0.1
0.6
P?0
P'6+•P20
SIi:;5
1.29
1.9?
5
8.15
0.5
7.82
18
3.4
1.1
P22
P'&wK+P27
58191
1.34
3.26
5
1.23
0.5
11.78
16
1.0
P2'
P21
1305
0.11
5
7.23
0.5
0.61
17
0.3
P35
P16+P2r,+P2iP21
3.43
5
7.23
0.5
12.39
24
0.3
P-4
P24
4T1':3
1.10
5
8.15
0.5
4.48
18
0.2
0.8
P?3
F24+P23
43179
0.99
2.09
5
7.23
0.5
7.54
18
0.4
P26
P26
15057
0.35
5
8.?5
0.5
1.43
18
0.1
0.4
P25
P26+925
98192
2.G4
2.30
5
T.23
0.5
8.62
18
0.7
P35
P24+P?3+P26+1'?5
194141
4.47
4.47
5
1.23
0.5
16.16
24
0.5
P38
P33+P35
1.90
5
7.2k
0.5
28.55
30
0.5
P28
P28
93%
0.71
5
7.23
0.5
O.TB
18
0.1
P27
P21
98AI
0.23
5
8.15
0.5
0.94
?8
0.1
0.3
P29
P28+A21+P29
5416
0.15
0.59
5
1.23
0.5
2.13
18
0.1
P3C
P30
46217
1.06
5
1.23
0.5
3.84
18
0.2
P39
P28+P21+p29+P30
1.65
5
7.23
0.5
5.%
18
0.3
P31
P31
53M
1.22
5
7.23
0.5
4.40
18
0.2
P32
P28+P27+P29+P30+P31
2.8T
5
7.23
0.5
10.36
24
0.2
100
0
100 200
GRAPHIC
Muni
SCALE: 1" = 100'
9' , 9'
1 1 /2
1-2 PAVING
TBC OR ABC
IL°,E(3ENID
DENOTES
PROPOSED CONTOUR
DENOTES
EX. CONTOUR
tT_..
IL
DENOTES
PROPOSED GRADE
DENOTES
PROPOSED STORM PPAINAGE
DRAINAGE BSS!N
DI=-=
MENaNLETTES
PROTECTIONTCH
DENOTES
LIMITS OF DISTUREANCE
y
DENOTES
SILT FENCE
DENOTES
SEDIMENT TRAP
�-�
DENOTES
DRAINAGE DIRECT11N
-
DENOTES
WETLAND LINES
-"
DENOTES
DRAINAGE AREA
fH
,r
DENOTES
PROPOSED FIRE HY)RANT
ism
DENOTES
PROPOSED MANHOLE
SS
DENOTES
PROPOSED 8 IN SAJITARY SEWER
\8N
DENOTES
PROPOSED 5:1 SWA.E
!A0Tr,-',:
1. 29.26 AGFf6 :N PnA56 6 ZO4t0 P0,
2. AGG£55 f0 0£ PfOV IIIofO 13Y V:,OL I G ROA05,
£Xff%6104 Of AIAL£A PfiV£ 0 N. A£.V£O.N-'r OF. A5 5k •'1; •,
fx'ST:Hy PfVf5fK'Ak PAfI', "6Af£0 IN 0CL4606Vt FLANTA' ri4
AOI.' 60.E Gouk?5f AL6£55..
3. PpOPfkf'f PJKGHA5£0 5y 0fVE40PF.N' • frt rok, ,f Af
CE fVSDtef' , *! L 4, 61 517f.0 TO I ff7, V 1 GIJAL, HGMf OMNN:?5 f9?
S , N&',t fAW : Y K£5 ! 01 hLES 0e f0A"u!'r W' 6.
4. AGG£55 f91' S£Q'11G£ 4 CV6F41 jY VtH!GLe-5 15 0KaV!0EG
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DESCRIPTION
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ASF_-,v__.V,N
- CHA56 6 -
TOPSAIL
TOWNSHIP PENDER COUNTY
NORTH CAROLINA
OWNER:
THE FOREST AT BELVEDERE. LLC
DESIGNED:
AG
..'•�ss7`Z:: ':
ADDRESS:
60 PELICAN DRIVE
WRIGHTSViLLE BEACH. NC 28480
DRAWN:
AG
PHONE:
[phone]
APPROVED:
,iF+F
• ��. • *. ` •�� -
S
STROUD ENGINEERING, P.A.
DATE:
9/16:01
w.
102_D CINEMA DRIVE
JAMES H. FEgIP�S.6. •JR...P F.F.
SCALE: 1
"= 100'
\'+�,• %2- -r- n
wILMINGTON. NC 28403
j -
(910 1 815-0775
SHEET 2
OF 12

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD
SECTION SWP DATE/TIME S '� d —
NAME ���� 7Js�/a B`�l REPRESENTING -:S�EG-
G: _5'9/-03&7 /{'o•ne: 27,0-g }41`3
Guidelines for Access: The staff of the Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility
to the public to safeguard these records and -to carry out our day-to-day program obligations.
Please read carefully the following before signing the form.
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4:45
p.m. Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
2. You must specify files you want to review by facility name or incident number, as
appropriate. The number of files that you may review at one appointment will be limited to
five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
There is no charge for 25 or less copies.; cost per copy after the initial 25 is 2.5 per copy,
Payment is to be made by check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not be taken from the office.
No briefcases large totes etc. are permitted in the file review area. To remove, alter,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500,00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files.
FACILITY NAME COUNTY
1.'5W8'0204�08" Pr e G
2. TIi e I r" S �- .0 It- r,-e
3.
4.
5.
ce'e"� ��YOL& 0,1133
Signature ame'of Firm or Business Dat4 Time In. Time Out
(Please attach business cars' to form if available) �
4 Copes: �J Amt. Pd:

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD
lQ �)
SECTION SWP DATEmME
NAME �r�i ��'�l« �� l�`� REPRESENTING
0 3G -7 �� - -
Guidelines for Access: The staff the Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility
to the public to safeguard these records and to carry out our day -today program obligations.
Please read carefully the following before signing the form.
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. -and 3:00 p.m. Viewing time ends at 4:45
p.m. Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
2. You must specify files, you want to review by facility name or incident number, as
appropriate. The number of files that you may review at one appointment will be limited to
five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
There is no char a for 25 or less copies., cost per co after the initial 25 is 2.5 per copy.
Payment is to be made by check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not be taken from the office.
No briefcases, large totes, etc. are permitted in the file review area. To remove, alter,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files.
FACILITY NAME
-� -< I've e-/P /e-
1. _5jo - ^1Z_6e-/1-1
2. 7Lv �;10 2-06O — �'/l fofis �f �,/✓r c/viC_.
3.
4.
5. '
Signat4r6/Name of Firm or Business Cater /
(Please attach business card to form if available) t
# Copes. Amt. P .
z OSv
COUNTY
Time In. Time Out
I (C