HomeMy WebLinkAboutPreliminary Plan2602 IRON GATE DR., SUITE 102
WILMINGTON, NC 28412
PHONE (910) 343-9653
1429 ASH-LITTLE RIVER RD. NW
ASH, NC 28420
PHONE (910) 287-5900
NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
INDEX OF SHEETS
LOCATION MAP
EDGEWATER VILLAS
PERFORMANCE RESIDENTIAL
300 EDGEWATER CLUB RD.
WILMINGTON, N.C. 28405
*SITE
BED
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OWNER/DEVELOPEROWNER/DEVELOPER:
SURVEYOR:
TRANSYSTEMS101 AUTUMN HALL DRIVE, SUITE 210WILMINGTON, NC 28403(910)-523-5715
McCLAMMY FARMS, LLC2922 ORVILLE WRIGHT WAYSUITE 110WILMINGTON, NC 28405
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TRACT B
WATERSTONE EXEMPT SUBDIVISION
MAP BOOK 60, PAGE 20
NEW HANOVER COUNTY
BOARD OF EDUCATION
DEED BOOK 5988, PAGE 0320
LAND USE: 821-SCHOOL
R-20 RESIDENTIAL DISTRICT
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FRED McCLAMMY JR & MARY PUGH
McCLAMMY
DEED BOOK 6097 PAGE 206
R-20 RESIDENTIAL DISTRICT
LAND USE: 958-UNUSED LAND
18.0 +/- AC. BEFORE DIVISION
10.7 AC. AFTER DIVISION AC
UTILITY EASEMENT
TO CFPUA
WIDTH VARIES
D.B. 5996, PG. 357
1
0
'
OPEN SPACE & PUBLICDRAINAGE EASEMENTWATERSTONE - PH. 1 - SEC. 2
MAP BOOK 64, PAGE 281-282
OAC-OWNERS ASSOCIATION COMMON AREA
R-20 RESIDENTIAL DISTRICT
EIP
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6.5'
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DITCH BOTTOMS
DITCH TOPS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
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AREA
318,748 S.F.
(7.32 Acres)
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MCCLAMMY FARMS LLC
MAP BOOK 6053, PAGE 2399
OAC-OWNERS ASSOCIATION COMMON AREA
R-20 RESIDENTIAL DISTRICT
MCCLAMMY FARMS LLCWATERSTONE - PH. 4
MAP BOOK 6053, PAGE 2399
OAC-OWNERS ASSOCIATION COMMON AREA
R-20 RESIDENTIAL DISTRICT 2
6
'
2
2
'
26'
22'
2
6
'
2
2
'
5'
(TYP)
DIM. (TYP) = 56'X116
'
HT. (TYP) = < 40'
FFE = 18.5'
UTILITY EASEMENT
TO CFPUA
WIDTH VARIES
D.B. 5996, PG. 357
50' ACCESS AND UTILITY EASEMENT
TO HAR-STE INVESTMENTS, LLC
D.B. 5996, PG. 357
10' UTILITY EASEMENT
M.B. 69, PG. 95
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DITCH TOPS
DITCH BOTTOMS
DITCH BOTTOMS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
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POND
SLOPE
TOP
POND
SLOPE
TOP
RIPRAP
12"CPP INV: 4.25'
12"CPP INV: 4.30'
12"CPP INV: 9.88'
12"CPP INV: 9.95'
SEWER MANHOLETOP: 14.08'10"PVC (NE) INV: -3.38'10"PVC (SW) INV: -3.40'
SEWER MANHOLETOP: 18.63'10"PVC (NE) INV: -2.67'10"PVC (SW) INV: -2.70'
SEWER MANHOLEw/ AIR RELEASE VALVETOP: 21.33'TOP OF PIPE: 16.68'
SEWER MANHOLETOP: 18.52'10"PVC (NE) INV: -1.88'10"PVC (SE) INV: -1.90'
SEWER MANHOLETOP: 15.32'10"PVC (NE) INV: -1.28'10"PVC (SW) INV: -1.28'10"PVC (SE) INV: -1.29'
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IRRIGATION CONTROL
ELECTRIC BOX
WATER VALVE/
PUMP CONTROL
WATER METER &
(4) WATER VALVES
ELECTRIC PEDESTAL
AND LIGHT POLE
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DROP INLETTOP: 12.93'15"RCP INV: 9.05'
DROP INLETTOP: 12.82'FULL OF SEDIMENT
DROP INLETTOP: 15.68'12"CPP (SE) INV: 13.20'12"CMP (S) INV: 12.16'
12"CPPINV: 12.67'
DITCH TOPSAND BOTTOMS
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DITCH TOPS
DROP INLETTOP: 13.49'TOP OF SEDIMENT: 8.19'FULL OF WATER AND DIRT
EDGE O
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10+00
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13+00
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15+00
16+00
17+00
18+00
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12+00
13
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1
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+
2
2
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0
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13+0
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1
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1
5
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1
6
+
0
0
FFE = 18.75'
FFE = 19.0'
FFE = 19.5'
FFE = 19.5'
FFE = 20.0'
FFE = 20'
FFE = 19.75'
FFE = 18.5'
FFE = 19.0'
FFE = 19.0'
FFE = 19
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20
20
19
19
1
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19
1
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1
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1
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18
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1
8
18
1
8
17
18
17
16
15
14
12
12
12
8W
SITE DATA TABLE PERFORMANCE RESIDENTIAL
LEGEND
ROAD 3
ROAD
2
ROA
D
1
POND 1
AREA = 31,140 SF
BOTTOM = 5'
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24010
LICENSE #C-3641
SCALE 1" = 40'
NHC ZONING
SITE WAS REZONED FROM R-20 TO
CONDITIONAL R-7, CASE: Z22-05 (5-2-22)
SITE NOTES:
TRIP GENERATION (APPROX.):
USE: 44 SINGLE FAMILY ATTACHED
TOWNHOMES
PEAK AM: 21 TRIPS
PEAK PM: 25 TRIPS
NOR T H C AROLI
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PREL
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TRACT B
WATERSTONE EXEMPT SUBDIVISION
MAP BOOK 60, PAGE 20
NEW HANOVER COUNTY
BOARD OF EDUCATION
DEED BOOK 5988, PAGE 0320
LAND USE: 821-SCHOOL
R-20 RESIDENTIAL DISTRICT
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FRED McCLAMMY JR & MARY PUGH
McCLAMMY
DEED BOOK 6097 PAGE 206
R-20 RESIDENTIAL DISTRICT
LAND USE: 958-UNUSED LAND
18.0 +/- AC. BEFORE DIVISION
10.7 AC. AFTER DIVISION AC
OPEN SPACE & PUBLICDRAINAGE EASEMENTWATERSTONE - PH. 1 - SEC. 2
MAP BOOK 64, PAGE 281-282OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
EIP
EIR
EIR
EIP
EIP
EIR
EIR
6.5'
W
O
O
D
F
E
N
C
E
6
.
5
'
W
O
O
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F
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CENTER
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EDGE O
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BACK O
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DITCH BOTTOMS
DITCH TOPS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
WATE
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50' R
/
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(
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EDGE O
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CENTERL
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EIP
EIP
EIP
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13"PINE
12"PINE
12"PINE
12"PINE
12"PINE
8"POPLAR
QUAD8"POPLAR
12"PINE
12"PINE
12"PINE
12"PINE
12"PINE
12"PINE
12"PINE
12"PINE
12"PINE
6"BRADFORDPEAR
12"PINE
12"PINE
12"PINE
12"PINE
12"PINE12"PINE
12"PINE
12"PINE
12"PINE12"PINE12"PINE
12"PINE
12"PINE
12"PINE 12"PINE
12"PINE
12"PINE
8"OAK 8"POPLAR
8"POPLAR
8"POPLAR 8"OAK
12"PINE
12"PINE
13"PINE
12"PINE
12"PINE
14"PINE
15"PINE
12"PINE
6"MAGNOLIA
6"BRADFORDPEAR
4"DOGWOOD
12"PINE
12"PINE
12"PINE 16"PINE
8"POPLAR
8"POPLAR
8"OAK8"OAK
9"BRADFORDPEAR
12"PINE
14"PINE
12"PINE
12"PINE
12"PINE
8"OAK
8"PINE
13"PINE 12"PINE
13"PINE
(7) 12"PINES
13"PINE
14"PINE
8"POPLAR
QUAD8"POPLAR
6"BRADFORDPEAR
12"PINE
8"OAK
12"PINE12"PINE
13"PINE
12"PINE
11"PINE
12"PINE
12"PINE
7"BRADFORDPEAR
12"PINE
12"PINE
12"PINE
12"PINE
13"PINE
(7) 12"PINES
13"PINE
MCCLAMMY FARMS LLC
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
MCCLAMMY FARMS LLCWATERSTONE - PH. 4
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
EIP
EIR
EIR
EIP
EIP
EIR
EIR
6.5'
W
O
O
D
F
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N
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E
CENTER
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DITCH TOPS
DITCH BOTTOMS
DITCH BOTTOMS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
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POND
SLOPE
TOP
POND
SLOPE
TOP
RIPRAP
12"CPP INV: 4.25'
12"CPP INV: 4.30'
12"CPP INV: 9.88'
12"CPP INV: 9.95'
6
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5
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19
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16
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18
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15
18
16
17
18
19
18
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17
17
18
17
16
15
16
15
14
14
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21
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6
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7
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18
19
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15
16
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17
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19
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18
18
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18
18
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20
21
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1
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1
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1
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CON
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CON
C
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A
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ELECTRIC BOX
WATER VALVE/
PUMP CONTROL
WATER METER &
(4) WATER VALVES
ELECTRIC PEDESTAL
AND LIGHT POLE
S
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DROP INLETTOP: 12.93'15"RCP INV: 9.05'
DROP INLETTOP: 12.82'FULL OF SEDIMENT
DROP INLETTOP: 15.68'12"CPP (SE) INV: 13.20'12"CMP (S) INV: 12.16'
12"CPPINV: 12.67'
DITCH TOPSAND BOTTOMS
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LICENSE #C-3641
SCALE 1" = 40'
NOR T H C AROL
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. JASON C L A RK
PR O F E S S IO
N
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ENGI N E E R
S E A L030869
PREL
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TRACT B
WATERSTONE EXEMPT SUBDIVISION
MAP BOOK 60, PAGE 20
NEW HANOVER COUNTY
BOARD OF EDUCATION
DEED BOOK 5988, PAGE 0320
LAND USE: 821-SCHOOL
R-20 RESIDENTIAL DISTRICT
LOT "C"
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FRED McCLAMMY JR & MARY PUGH
McCLAMMY
DEED BOOK 6097 PAGE 206
R-20 RESIDENTIAL DISTRICT
LAND USE: 958-UNUSED LAND
18.0 +/- AC. BEFORE DIVISION
10.7 AC. AFTER DIVISION AC
OPEN SPACE & PUBLICDRAINAGE EASEMENTWATERSTONE - PH. 1 - SEC. 2
MAP BOOK 64, PAGE 281-282OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
EIP
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EIP
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18" RCP-INV:13.43'
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#3
#4
#5
#6#7
#8
#9
#11 #10
#13
#14#12
#15
#16
#17
#18
#19
#20 #21
#22
#23
#24
#25
#26
#27
#28
#30
#32#31#29
#34
#35
#36
#33
#37 #38
#39
#40
#41
#42
#45
#43
#46
#47
#48
#49
#50#51 #52
#57
#55
#53
#56
#54
#58
#59 #60
#61 #62
#64
#65
#66
#68
#67
#70
#69
#71
#73
#72
#74 #75
#76
#77
#78 #79
#80
#81
#82
#83
#84
#85
#86
#87
#88
#89
MCCLAMMY FARMS LLC
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
MCCLAMMY FARMS LLCWATERSTONE - PH. 4
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
A
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6.5'
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DITCH TOPS
DITCH BOTTOMS
DITCH BOTTOMS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
C
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POND
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TOP
POND
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RIPRAP
12"CPP INV: 4.25'
12"CPP INV: 4.30'
12"CPP INV: 9.88'
12"CPP INV: 9.95'
SEWER MANHOLETOP: 14.08'10"PVC (NE) INV: -3.38'10"PVC (SW) INV: -3.40'
SEWER MANHOLETOP: 18.63'10"PVC (NE) INV: -2.67'10"PVC (SW) INV: -2.70'
SEWER MANHOLEw/ AIR RELEASE VALVETOP: 21.33'TOP OF PIPE: 16.68'
SEWER MANHOLETOP: 18.52'10"PVC (NE) INV: -1.88'10"PVC (SE) INV: -1.90'
SEWER MANHOLETOP: 15.32'10"PVC (NE) INV: -1.28'10"PVC (SW) INV: -1.28'10"PVC (SE) INV: -1.29'
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18
17
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14
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17
18
17
16
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16
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CON
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WATER METER &
(4) WATER VALVES
ELECTRIC PEDESTAL
AND LIGHT POLE
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DROP INLETTOP: 12.82'FULL OF SEDIMENT
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12"CPPINV: 12.67'
DITCH TOPSAND BOTTOMS
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LICENSE #C-3641
SCALE 1" = 40'
TREE REMOVAL TABLE NOR T H C AROLI
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ENGI N E E R
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PREL
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MAP BOOK 60, PAGE 20
NEW HANOVER COUNTY
BOARD OF EDUCATION
DEED BOOK 5988, PAGE 0320
LAND USE: 821-SCHOOL
R-20 RESIDENTIAL DISTRICT
LOT "C"
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R-20 RE
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R-20 RE
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LAND U
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1
3
-
M
a
n
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H
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MARIE V
.
R
A
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O
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DEED BO
O
K
5
6
0
7
,
P
A
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7
7
2
FRED McCLAMMY JR & MARY PUGH
McCLAMMY
DEED BOOK 6097 PAGE 206
R-20 RESIDENTIAL DISTRICT
LAND USE: 958-UNUSED LAND
18.0 +/- AC. BEFORE DIVISION
10.7 AC. AFTER DIVISION AC
UTILITY EASEMENT
TO CFPUA
WIDTH VARIES
D.B. 5996, PG. 357
1
0
'
OPEN SPACE & PUBLICDRAINAGE EASEMENTWATERSTONE - PH. 1 - SEC. 2
MAP BOOK 64, PAGE 281-282OAC-OWNERS ASSOCIATION COMMON AREA
R-20 RESIDENTIAL DISTRICT
EIP
EIR
EIR
EIP
EIP
EIR
EIR
6.5'
W
O
O
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6
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'
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BACK O
F
C
U
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DITCH BOTTOMS
DITCH TOPS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
WATE
R
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50' R
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(
P
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EDGE O
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W
A
L
K
AREA
318,748 S.F.
(7.32 Acres)
EIR
EIP
EIP
EIP
1
2
3
4
5
6
7
8
9
10
11
12
MCCLAMMY FARMS LLC
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
MCCLAMMY FARMS LLCWATERSTONE - PH. 4
MAP BOOK 6053, PAGE 2399
OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT DIM. (TYP) = 56'X116'
HT. (TYP) = < 40'
FFE = 18.5'
A
P
P
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EIP
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EIR
6.5'
W
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L
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D
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O
F
P
A
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M
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DITCH TOPS
DITCH BOTTOMS
DITCH BOTTOMS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
C
O
N
C
R
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T
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S
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W
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APPROX
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EIP
EIP
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EDGE O
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M
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POND
SLOPE
TOP
POND
SLOPE
TOP
RIPRAP
12"CPP INV: 4.25'
12"CPP INV: 4.30'
12"CPP INV: 9.88'
12"CPP INV: 9.95'
SEWER MANHOLETOP: 14.08'10"PVC (NE) INV: -3.38'10"PVC (SW) INV: -3.40'
SEWER MANHOLETOP: 18.63'10"PVC (NE) INV: -2.67'10"PVC (SW) INV: -2.70'
SEWER MANHOLEw/ AIR RELEASE VALVETOP: 21.33'TOP OF PIPE: 16.68'
SEWER MANHOLETOP: 18.52'10"PVC (NE) INV: -1.88'10"PVC (SE) INV: -1.90'
SEWER MANHOLETOP: 15.32'10"PVC (NE) INV: -1.28'10"PVC (SW) INV: -1.28'10"PVC (SE) INV: -1.29'
6
.
5
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W
O
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E
19
18
17
17
16
16
17
18
18
17
16
14
15
18
16
17
18
19
18
19
17
17
18
17
16
15
16
15
14
14
1
4
15
16
15 14
14
15
16
17
18
19
20 20
21
20
19
19
191
6 17 18
16
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19
16
1
7
1
8
1
4
1
5
13
1
3
1
3
14
1
5
1
6
1
8
1
9
1
6
1
7
1
8
18
18
19
18
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15
16
17
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9
18
2
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1
3
20
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1
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14
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1
9
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1
8
2
1
1
8
19
17
17
1
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1
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2
0
2
1
2
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2
1
2
0
2
1
2
0
16
17
18
1
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19
A
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18
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18
19
19
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APPROX
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19
1
9
19
1
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1
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1
6
1
5
1
4
1
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17
16151413
12
11
12
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11
1098765
CON
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W
A
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CON
C
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SIDEW
A
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IRRIGATION CONTROL
ELECTRIC BOX
WATER VALVE/
PUMP CONTROL
WATER METER &
(4) WATER VALVES
ELECTRIC PEDESTAL
AND LIGHT POLE
S
I
G
N
DROP INLETTOP: 12.93'15"RCP INV: 9.05'
DROP INLETTOP: 12.82'FULL OF SEDIMENT
DROP INLETTOP: 15.68'12"CPP (SE) INV: 13.20'12"CMP (S) INV: 12.16'
12"CPPINV: 12.67'
DITCH TOPSAND BOTTOMS
F
O
F
O
F
O
DITCH TOPS
DROP INLETTOP: 13.49'TOP OF SEDIMENT: 8.19'FULL OF WATER AND DIRT
EDGE O
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BACK O
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8W
8W
8W
8
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8
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8
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8
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8
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8
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8
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10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
1
0
+
0
0
1
1
+
0
0
12+00
13
+
0
0
1
4
+
0
0
1
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0
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1
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+
2
2
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11+0
0
12+0
0
13+0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
FFE = 18.75'
FFE = 19.0'
FFE = 19.5'
FFE = 19.5'
FFE = 20.0'
FFE = 20'
FFE = 19.75'
FFE = 18.5'
FFE = 19.0'
FFE = 19.0'
FFE = 19
.
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20
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DEED BOOK 5988, PAGE 0320
LAND USE: 821-SCHOOL
R-20 RESIDENTIAL DISTRICT
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FRED McCLAMMY JR & MARY PUGH
McCLAMMY
DEED BOOK 6097 PAGE 206
R-20 RESIDENTIAL DISTRICT
LAND USE: 958-UNUSED LAND
18.0 +/- AC. BEFORE DIVISION
10.7 AC. AFTER DIVISION AC
OPEN SPACE & PUBLICDRAINAGE EASEMENTWATERSTONE - PH. 1 - SEC. 2
MAP BOOK 64, PAGE 281-282OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
EIP
EIR
EIR
EIP
EIP
EIR
EIR
6.5'
W
O
O
D
F
E
N
C
E
6
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5
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W
O
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F
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CENTER
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A
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BACK O
F
C
U
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B
DITCH BOTTOMS
DITCH TOPS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
WATE
R
S
T
O
N
E
D
R
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E
50' R
/
W
(
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EIP
EIP
EIP
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MCCLAMMY FARMS LLC
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
MCCLAMMY FARMS LLCWATERSTONE - PH. 4
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
EIP
EIR
EIR
EIP
EIP
EIR
EIR
6.5'
W
O
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F
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CENTER
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DITCH TOPS
DITCH BOTTOMS
DITCH BOTTOMS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
C
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POND
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TOP
POND
SLOPE
TOP
RIPRAP
12"CPP INV: 4.25'
12"CPP INV: 4.30'
12"CPP INV: 9.88'
12"CPP INV: 9.95'
6
.
5
'
W
O
O
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F
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E
19
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1098765
CON
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IRRIGATION CONTROL
ELECTRIC BOX
WATER VALVE/
PUMP CONTROL
WATER METER &
(4) WATER VALVES
ELECTRIC PEDESTAL
AND LIGHT POLE
S
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DROP INLETTOP: 12.93'15"RCP INV: 9.05'
DROP INLETTOP: 12.82'FULL OF SEDIMENT
DROP INLETTOP: 15.68'12"CPP (SE) INV: 13.20'12"CMP (S) INV: 12.16'
12"CPPINV: 12.67'
DITCH TOPSAND BOTTOMS
F
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HYDROLOGIC SOIL TYPE: A
GROUP: Cr
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C-5
24010
LICENSE #C-3641
SCALE 1" = 40'
PRE-1:
TOTAL AREA = 113,913 SF / 2.62 ACRES
Cr AREA = 70,927 SF / 1.63 ACRES
Ke AREA = 42,986 SF / 0.99 ACRES
PRE-1
NOR T H C AROLI
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MAP BOOK 60, PAGE 20
NEW HANOVER COUNTY
BOARD OF EDUCATION
DEED BOOK 5988, PAGE 0320
LAND USE: 821-SCHOOL
R-20 RESIDENTIAL DISTRICT
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FRED McCLAMMY JR & MARY PUGH
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DEED BOOK 6097 PAGE 206
R-20 RESIDENTIAL DISTRICT
LAND USE: 958-UNUSED LAND
18.0 +/- AC. BEFORE DIVISION
10.7 AC. AFTER DIVISION AC
UTILITY EASEMENT
TO CFPUA
WIDTH VARIES
D.B. 5996, PG. 357
1
0
'
OPEN SPACE & PUBLICDRAINAGE EASEMENTWATERSTONE - PH. 1 - SEC. 2
MAP BOOK 64, PAGE 281-282OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
EIP
EIR
EIR
EIP
EIP
EIR
EIR
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EIP
EIP
EIP
1
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6
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8
9
10
11
12
MCCLAMMY FARMS LLC
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
MCCLAMMY FARMS LLCWATERSTONE - PH. 4
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT 2
6
'
2
2
'
26'
22'
2
6
'
2
2
'
5'
(TYP)
DIM. (TYP) = 56'X116
'
HT. (TYP) = < 40'
FFE = 18.5'
UTILITY EASEMENT
TO CFPUA
WIDTH VARIES
D.B. 5996, PG. 357
50' ACCESS AND UTILITY EASEMENT
TO HAR-STE INVESTMENTS, LLC
D.B. 5996, PG. 357
10' UTILITY EASEMENT
M.B. 69, PG. 95
A
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N 62°3
7
'
2
1
"
E
7
1
3
.
2
5
'
N 70°23'3
5
"
E
2
0
2
.
1
0
'
S 70°23'2
1
"
W
2
0
4
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9
8
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S
1
9
°
3
2
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0
2
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E
3
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6
2
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1
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'
N 70°23'5
8
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E
2
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5
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0
4
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(
T
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)
N
0
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W
4
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1
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(
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EIP
EIR
EIR
EIP
EIP
EIR
EIR
6.5'
W
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CENTER
L
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DITCH TOPS
DITCH BOTTOMS
DITCH BOTTOMS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
C
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EIP
EIP
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EDGE O
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POND
SLOPE
TOP
POND
SLOPE
TOP
RIPRAP
12"CPP INV: 4.25'
12"CPP INV: 4.30'
12"CPP INV: 9.88'
12"CPP INV: 9.95'
SEWER MANHOLETOP: 14.08'10"PVC (NE) INV: -3.38'10"PVC (SW) INV: -3.40'
SEWER MANHOLETOP: 18.63'10"PVC (NE) INV: -2.67'10"PVC (SW) INV: -2.70'
SEWER MANHOLEw/ AIR RELEASE VALVETOP: 21.33'TOP OF PIPE: 16.68'
SEWER MANHOLETOP: 18.52'10"PVC (NE) INV: -1.88'10"PVC (SE) INV: -1.90'
SEWER MANHOLETOP: 15.32'10"PVC (NE) INV: -1.28'10"PVC (SW) INV: -1.28'10"PVC (SE) INV: -1.29'
N 67°
5
9
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3
5
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W
2
6
9
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4
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6
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5
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W
O
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W
2
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4
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19
18
17
1
7
16
16
17
18
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17
16
14
15
18
16
17
18
19
18
19
17
17
18
17
16
15
16
15
14
14
1
4
15
16
15 14
14
15
16
17
18
19
20 20
21
20
19
19
191
6 17 18
16
1718
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1
7
1
8
1
4
1
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1
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1
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1
6
1
8
1
9
1
6
1
7
1
8
18
18
19
18
14
15
16
17
1
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18
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1
3
20
20
1
6
1
7
14
15
1
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1
8
1
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2
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1
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2
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1
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17
17
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1
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2
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16
17
18
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18
18
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18
19
19
20
APPRO
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21
19
1
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1
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1
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1
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1
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12
11
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1098765
CON
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CON
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SIDEW
A
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IRRIGATION CONTROL
ELECTRIC BOX
WATER VALVE/
PUMP CONTROL
WATER METER &
(4) WATER VALVES
ELECTRIC PEDESTAL
AND LIGHT POLE
S
I
G
N
DROP INLETTOP: 12.93'15"RCP INV: 9.05'
DROP INLETTOP: 12.82'FULL OF SEDIMENT
DROP INLETTOP: 15.68'12"CPP (SE) INV: 13.20'12"CMP (S) INV: 12.16'
12"CPPINV: 12.67'
DITCH TOPSAND BOTTOMS
F
O
F
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6
0
.
0
0
'
S
1
9
°
3
5
'
2
4
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E
DITCH TOPS
S 46
°
2
8
'
2
3
"
W
3
1
8
.
5
4
'
DROP INLETTOP: 13.49'TOP OF SEDIMENT: 8.19'FULL OF WATER AND DIRT
S 67°33
'
5
9
"
W
2
6
5
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5
5
'
EDGE O
F
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BACK O
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8W
8W
8W
8W
8
W
8
W
8
W
8
W
8
W
8
W
8
W
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
1
0
+
0
0
1
1
+
0
0
12+00
13
+
0
0
1
4
+
0
0
1
5
+
0
0
1
5
+
2
2
10+0
0
11+0
0
12+0
0
13+
0
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1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
FFE = 18.75'
FFE = 19.0'
FFE = 19.5'
FFE = 19.5'
FFE = 20.0'
FFE = 20'
FFE = 19.75'
FFE = 18.5'
FFE = 19.0'
FFE = 19.0'
FFE = 19
.
0
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20
20
19
19
1
9
19
1
9
19
1
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1
8
1
9
18
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1
8
18
1
8
17
18
17
16
15
14
12
12
12
SSMH-9
T= GRADE
INV = 14.24'
SSMH-8
T= GRADE
INV IN = 12.55'
INV OUT = 12.45'
SSMH-2
T= GRADE
INV IN = 10.53'
INV OUT = 10.43'
SSMH-1
BUILD NEW SSMH ON EXIST 10" SS
T= GRADE
INV IN = 9.8' (N) (INSIDE DROP)
INV IN = -3.16' (NE)
INV OUT = -3.16' (SW)
SSMH-3
T= GRADE
INV IN = 11.89'
INV OUT = 11.79'
SSMH-5
T= GRA
D
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INV IN =
1
3
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4
2
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INV OU
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=
1
3
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3
2
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(153') 8" C900 PVC SS
@ 0.42% (MIN)
(140') 8"
C
9
0
0
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S
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@ 0.42% (
M
I
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)
(106') 8" C900 PVC SS
@ 0.42% (MIN)
(300
'
)
8
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C
9
0
0
P
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@
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%
(
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(217') 8" C900 PVC SS
@ 0.42% (MIN)
(402')
8
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C
9
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@ 0.42%
(
M
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)
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8
W
8
W
8
W
8
W
8W
8W
8
W
8W
8W
8W
8W
8W
8W
8W
8W
8" C900 PVC WL
8" C900 PVC WL
8" C900 PVC WL
8" C900 PVC WL
22.5° BEND
45° BEND 45° BEND
8" X 6" TEE
6" GV
HYDRANT
ASSEMBLY
8" X 6" TEE
6" GV
HYDRANT
ASSEMBLY
8" X 6"
T
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6" GV
HYDRA
N
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(2) 8" GV
8" X 6" TEE
6" GV
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8" X 6" TEE
6" GV
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8" GV
2" BLOWOFF
8"X8" TEE
(2) 8" GV
12"X8" TEE
8" GV
EX. 10" PVC SS
EX. 10" PVC SS
SSMH-6
T= GRADE
INV IN = 11.22'
INV OUT = 11.12'
SSMH-7
T= GRADE
INV IN = 11.80'
INV OUT = 11.70'
(113') 8" C900 PVC SS
@ 0.42% (MIN)
SSMH-4
T= GRADE
INV IN = 12.40'
INV OUT = 12.30'
(96') 8" C900 PVC SS
@ 0.42% (MIN)
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C-7
24010
LICENSE #C-3641
SCALE 1" = 40'
1) FIRE HYDRANTS TO BE INSTALLED PER CFPUA STANDARDS.2)THE CONTRACTOR WILL MAINTAIN ALL-WEATHER EMERGENCY ACCESS TOCONSTRUCTION SITE AT ALL TIMES DURINGCONSTRUCTION.3)ALL SANITARY SEWER MAINS SHALL BE 8" C900 PVC WITH A MINIMUM SLOPE OF0.4%.4)ALL WATERLINES SHALL BE INSTALLED SO THAT THE MINIMUM DEPTH OFCOVER IS 30".5)BACKFLOW PREVENTION DEVICES MUST MEET THE ASSE STANDARDS OR BE ONTHE USC APPROVED LIST AND ALSO MEET AWWA STANDARDS. BFP'S MUST BE INSTALLED PER RULE 0.0406 (B)(4)(F).6)LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIREHYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINEDAROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.7)WATERLINE EXTENSION MUST REMAIN A MINIMUM OF 10 FEET AWAY FROMSEWER.8)SECTION 510 STUDY WILL BE REQUIRED-EMERGENCY FIRST RESPONDER RADIOCOVERAGE.9)BUILDING INFORMATION SIGNAGE IS REQUIRED PER APPENDIX J OF THE FIRECODE.10)THE CONTRACTOR SHALL VERIFY ALL UTILITY CONNECTIONS WITH THE MEPPLANS & ENGINEERS PRIOR TO BEGINNINGCONSTRUCTION.11)
NOTES:
1)ALL DOMESTIC WATER SYSTEM VALVE BOX COVERS SHALL BE LABELED DW ON VALVECOVER.2)CONTRACTOR SHALL FIELD VERIFY ALL EXISTING INVERTS.
NOR T H C AROLI
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PR O F E S S IO
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ENGI N E E R
S E A L030869
PREL
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P
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)
TRACT B
WATERSTONE EXEMPT SUBDIVISION
MAP BOOK 60, PAGE 20
NEW HANOVER COUNTY
BOARD OF EDUCATION
DEED BOOK 5988, PAGE 0320
LAND USE: 821-SCHOOL
R-20 RESIDENTIAL DISTRICT
LOT "C"
ESMA G
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M
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MARIE V
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5
6
0
7
,
P
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7
7
2
FRED McCLAMMY JR & MARY PUGH
McCLAMMY
DEED BOOK 6097 PAGE 206
R-20 RESIDENTIAL DISTRICT
LAND USE: 958-UNUSED LAND
18.0 +/- AC. BEFORE DIVISION
10.7 AC. AFTER DIVISION AC
UTILITY EASEMENT
TO CFPUA
WIDTH VARIES
D.B. 5996, PG. 357
1
0
'
OPEN SPACE & PUBLICDRAINAGE EASEMENTWATERSTONE - PH. 1 - SEC. 2
MAP BOOK 64, PAGE 281-282OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
EIP
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(TYP)
20
'
SE
T
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(TY
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2
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25'
2
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10'
MCCLAMMY FARMS LLC
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
MCCLAMMY FARMS LLCWATERSTONE - PH. 4
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT 2
6
'
2
2
'
26'
22'
2
6
'
2
2
'
5'
(TYP)
DIM. (TYP) = 56'X116
'
HT. (TYP) = < 40'
FFE = 18.5'
20'
(TYP)
9
'
(
T
Y
P
)
UTILITY EASEMENT
TO CFPUA
WIDTH VARIES
D.B. 5996, PG. 357
50' ACCESS AND UTILITY EASEMENT
TO HAR-STE INVESTMENTS, LLC
D.B. 5996, PG. 357
10' UTILITY EASEMENT
M.B. 69, PG. 95
A
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N 70°23'3
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DITCH TOPS
DITCH BOTTOMS
DITCH BOTTOMS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
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POND
SLOPE
TOP
POND
SLOPE
TOP
RIPRAP
12"CPP INV: 4.25'
12"CPP INV: 4.30'
12"CPP INV: 9.88'
12"CPP INV: 9.95'
SEWER MANHOLETOP: 14.08'10"PVC (NE) INV: -3.38'10"PVC (SW) INV: -3.40'
SEWER MANHOLETOP: 18.63'10"PVC (NE) INV: -2.67'10"PVC (SW) INV: -2.70'
SEWER MANHOLEw/ AIR RELEASE VALVETOP: 21.33'TOP OF PIPE: 16.68'
SEWER MANHOLETOP: 18.52'10"PVC (NE) INV: -1.88'10"PVC (SE) INV: -1.90'
SEWER MANHOLETOP: 15.32'10"PVC (NE) INV: -1.28'10"PVC (SW) INV: -1.28'10"PVC (SE) INV: -1.29'
N 67°
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IRRIGATION CONTROL
ELECTRIC BOX
WATER VALVE/
PUMP CONTROL
WATER METER &
(4) WATER VALVES
ELECTRIC PEDESTAL
AND LIGHT POLE
S
I
G
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DROP INLETTOP: 12.93'15"RCP INV: 9.05'
DROP INLETTOP: 12.82'FULL OF SEDIMENT
DROP INLETTOP: 15.68'12"CPP (SE) INV: 13.20'12"CMP (S) INV: 12.16'
12"CPPINV: 12.67'
DITCH TOPSAND BOTTOMS
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DROP INLETTOP: 13.49'TOP OF SEDIMENT: 8.19'FULL OF WATER AND DIRT
S 67°33
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EDGE O
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10+00
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16+00
17+00
18+00
1
0
+
0
0
1
1
+
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0
12+00
13
+
0
0
1
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+
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1
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+
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+
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0
FFE = 18.75'
FFE = 19.0'
FFE = 19.5'
FFE = 19.5'
FFE = 20.0'
FFE = 20'
FFE = 19.75'
FFE = 18.5'
FFE = 19.0'
FFE = 19.0'
FFE = 19
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LICENSE #C-3641
SCALE 1" = 40'
24" VALLEY
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24" VALLEY
C
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NOR T H C AROLI
N
A
T
. JASON C L A RK
PR O F E S SIO
N
A
L
ENGI N E E R
S E A L030869
PREL
I
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A
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D
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W
A
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C
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#
1
4
0
2
6
0
'
R
/
W
(
P
U
B
L
I
C
)
TRACT B
WATERSTONE EXEMPT SUBDIVISION
MAP BOOK 60, PAGE 20
NEW HANOVER COUNTY
BOARD OF EDUCATION
DEED BOOK 5988, PAGE 0320
LAND USE: 821-SCHOOL
R-20 RESIDENTIAL DISTRICT
LOT "C"
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5
6
0
7
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P
A
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7
7
2
FRED McCLAMMY JR & MARY PUGH
McCLAMMY
DEED BOOK 6097 PAGE 206
R-20 RESIDENTIAL DISTRICT
LAND USE: 958-UNUSED LAND
18.0 +/- AC. BEFORE DIVISION
10.7 AC. AFTER DIVISION AC
UTILITY EASEMENT
TO CFPUA
WIDTH VARIES
D.B. 5996, PG. 357
1
0
'
OPEN SPACE & PUBLICDRAINAGE EASEMENTWATERSTONE - PH. 1 - SEC. 2
MAP BOOK 64, PAGE 281-282OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
EIP
EIR
EIR
EIP
EIP
EIR
EIR
6.5'
W
O
O
D
F
E
N
C
E
6
.
5
'
W
O
O
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F
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WATE
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D
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50' R
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(
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A
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C
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A
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EIR
EIP
EIP
EIP
1
2
3
4
5
6
7
8
9
10
11
12
MCCLAMMY FARMS LLC
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT
MCCLAMMY FARMS LLCWATERSTONE - PH. 4
MAP BOOK 6053, PAGE 2399OAC-OWNERS ASSOCIATION COMMON AREAR-20 RESIDENTIAL DISTRICT DIM. (TYP) = 56'X116
'
HT. (TYP) = < 40'
FFE = 18.5'
UTILITY EASEMENT
TO CFPUA
WIDTH VARIES
D.B. 5996, PG. 357
50' ACCESS AND UTILITY EASEMENT
TO HAR-STE INVESTMENTS, LLC
D.B. 5996, PG. 357
10' UTILITY EASEMENT
M.B. 69, PG. 95
A
P
P
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N 62°3
7
'
2
1
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E
7
1
3
.
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'
N 70°23'3
5
"
E
2
0
2
.
1
0
'
S 70°23'2
1
"
W
2
0
4
.
9
8
'
S
1
9
°
3
2
'
0
2
"
E
3
1
8
.
6
2
'
1
0
'
N 70°23'5
8
"
E
2
0
5
.
0
4
'
(
T
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N
0
8
°
0
5
'
2
0
"
W
4
6
1
.
0
0
'
(
T
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EIP
EIR
EIR
EIP
EIP
EIR
EIR
6.5'
W
O
O
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F
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N
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CENTER
L
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O
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DITCH TOPS
DITCH BOTTOMS
DITCH BOTTOMS
18" RCP-INV:13.34'
18" RCP-INV:13.43'
C
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POND
SLOPE
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RIPRAP
12"CPP INV: 4.25'
12"CPP INV: 4.30'
12"CPP INV: 9.88'
12"CPP INV: 9.95'
SEWER MANHOLETOP: 14.08'10"PVC (NE) INV: -3.38'10"PVC (SW) INV: -3.40'
SEWER MANHOLETOP: 18.63'10"PVC (NE) INV: -2.67'10"PVC (SW) INV: -2.70'
SEWER MANHOLEw/ AIR RELEASE VALVETOP: 21.33'TOP OF PIPE: 16.68'
SEWER MANHOLETOP: 18.52'10"PVC (NE) INV: -1.88'10"PVC (SE) INV: -1.90'
SEWER MANHOLETOP: 15.32'10"PVC (NE) INV: -1.28'10"PVC (SW) INV: -1.28'10"PVC (SE) INV: -1.29'
N 67°
5
9
'
3
5
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W
2
6
9
.
4
1
'
6
.
5
'
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2
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IRRIGATION CONTROL
ELECTRIC BOX
WATER VALVE/
PUMP CONTROL
WATER METER &
(4) WATER VALVES
ELECTRIC PEDESTAL
AND LIGHT POLE
S
I
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DROP INLETTOP: 12.93'15"RCP INV: 9.05'
DROP INLETTOP: 12.82'FULL OF SEDIMENT
DROP INLETTOP: 15.68'12"CPP (SE) INV: 13.20'12"CMP (S) INV: 12.16'
12"CPPINV: 12.67'
DITCH TOPSAND BOTTOMS
F
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DROP INLETTOP: 13.49'TOP OF SEDIMENT: 8.19'FULL OF WATER AND DIRT
S 67°33
'
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FFE = 19.0'
FFE = 19.5'
FFE = 19.5'
FFE = 20.0'
FFE = 20'
FFE = 19.75'
FFE = 18.5'
FFE = 19.0'
FFE = 19.0'
FFE = 19
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24010
LICENSE #C-3641
SCALE 1" = 40'
NOR T H C AROLI
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LIGHT DUTY ASPHALT PAVEMENT SECTION 24" VALLEY CURB
ENERGY DISSIPATOR
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
TREE PROTECTION DETAILS
WATTLE DETAIL
ENERGY DISSIPATOR2 3
6
PRE
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HANDICAP ACCESS ISLE & PARKING SPACE TYPICAL HANDICAPPED SIGN DETAIL SIDEWALK, CURB CUT AND WHEEL CHAIR RAMP DETAIL DETECTABLE WARNING NOTES
ROLLED EROSION CONTROL PRODUCTS / BLOCK & GRAVEL INLET PROTECTION (TEMPORARY)9
SIDEWALK, CURB CUT AND WHEEL CHAIR RAMP DETAIL
CONCRETE WHEELSTOP DETAIL
SIDEWALK JOINT DETAIL TURN DOWN WALK SECTION
SDMH DETAILCATCH BASIN DETAIL (CI)8 DROP INLET DETAIL
10
PRE
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24010
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SITE WORK NOTES:
DRIVEWAY PAVEMENT SECTION (NCDOT)
PAVEMENT CROSS-SECTION
SCALE 1"=5'
2 NCDOT DRIVEWAY TURNOUT GRADE DETAIL
PARALLEL END SECTION4
PRE
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24010
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TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER
AND EARLY SPRING
PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND
EARLY SPRING
PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRING
AND EARLY SUMMER
NCG01 PART II: SECTION G: OPERATION AND MAINTENANCE
1. Modifications to the E&SC Plan
Modifications to the approved E&SC plan that require changes to the E&SC measure designs, the drainage areas, or the disturbed areas draining to E&SC
measures shall be approved by the E&SC plan authority. Deviations from the approved E&SC plan, or approved revised E&SC plan, shall constitute a violation of
this permit unless the deviation is to correct an emergency situation where sediment is being discharged off the site. The E&SC plan authority may allow deviations
from the E&SC plan on a case-by-case basis if the deviations are minor adjustments to address minor deficiencies. A minor adjustment shall be the addition of
E&SC measures (e.g., silt fence, inlet protection, stormwater management and sediment control onsite. Minor adjustments shall be noted on the approved E&SC
plan and maintained at the job site.
2. Operation and Maintenance
The permittee shall install and maintain all temporary and permanent E&SC measures as required by this permit and the approved E&SC plan.
3. Corrective Actions
If self-inspections required by this permit identify a need for maintenance of control measures, modifications or additions to control measures, or corrective actions to
control sediment or other pollutants, these actions shall be performed as soon as possible considering adverse weather and site conditions.
4. Draw Down of Sediment Basins for Maintenance or Close Out
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these
devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the
surface shall be rare (for example, times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the
following criteria have been met:
a) The E&SC Plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The
non-surface withdrawal shall not commence until the E&SC plan authority has approved these items,
b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (Z)(c) and (d) of this permit,
c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of
appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in ltem(c)
above,
e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
f) Sediment removed from dewatering treatment devices described in Item(c) above is disposed of in a manner that does not cause deposition of sediment into waters of
the United States.
5. Bypass of E&SC Measures
Diversions of stormwater from E&SC measures when the design storm has not been exceeded are not allowed. Bypasses of E&SC measures shall be reported in
accordance with Part III, Section C, Item (Z)(c) and (d) of this permit.
’
’
EROSION CONTROL NOTES AND
MAINTENANCE PLAN:
PRE
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